TY  - CONF
AU  - Hadnađev-Kostić, Milica
AU  - Vulić, Tatjana
AU  - Rajaković-Ognjanović, Vladana
AU  - Lekić, Branislava
AU  - Naunović, Zorana
AU  - Zakić, Dimitrije
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar R.
AU  - Aškrabić, Marina
AU  - Govedarica, Ognjen
AU  - Karanović, Đurđica
AU  - Radovanović, Željko
AU  - Cvetković, Marija
AU  - Svetozarević, Snežana
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3298
PB  - University of Novi Sad, Faculty of Sciences, Department of Geography, tourism and hotel management
C3  - International conference on hydro-climate extremes and society, 27-29 June, Novi Sad, 2023
T1  - Urban flood protection and stormwater removal: The development of the multifunctional porous pavement prototype
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3298
ER  - 

@conference{
author = "Hadnađev-Kostić, Milica and Vulić, Tatjana and Rajaković-Ognjanović, Vladana and Lekić, Branislava and Naunović, Zorana and Zakić, Dimitrije and Radević, Aleksandar and Savić, Aleksandar R. and Aškrabić, Marina and Govedarica, Ognjen and Karanović, Đurđica and Radovanović, Željko and Cvetković, Marija and Svetozarević, Snežana",
year = "2023",
publisher = "University of Novi Sad, Faculty of Sciences, Department of Geography, tourism and hotel management",
journal = "International conference on hydro-climate extremes and society, 27-29 June, Novi Sad, 2023",
title = "Urban flood protection and stormwater removal: The development of the multifunctional porous pavement prototype",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3298"
}

Hadnađev-Kostić, M., Vulić, T., Rajaković-Ognjanović, V., Lekić, B., Naunović, Z., Zakić, D., Radević, A., Savić, A. R., Aškrabić, M., Govedarica, O., Karanović, Đ., Radovanović, Ž., Cvetković, M.,& Svetozarević, S.. (2023). Urban flood protection and stormwater removal: The development of the multifunctional porous pavement prototype. in International conference on hydro-climate extremes and society, 27-29 June, Novi Sad, 2023
University of Novi Sad, Faculty of Sciences, Department of Geography, tourism and hotel management..
https://hdl.handle.net/21.15107/rcub_grafar_3298

Hadnađev-Kostić M, Vulić T, Rajaković-Ognjanović V, Lekić B, Naunović Z, Zakić D, Radević A, Savić AR, Aškrabić M, Govedarica O, Karanović Đ, Radovanović Ž, Cvetković M, Svetozarević S. Urban flood protection and stormwater removal: The development of the multifunctional porous pavement prototype. in International conference on hydro-climate extremes and society, 27-29 June, Novi Sad, 2023. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3298 .

Hadnađev-Kostić, Milica, Vulić, Tatjana, Rajaković-Ognjanović, Vladana, Lekić, Branislava, Naunović, Zorana, Zakić, Dimitrije, Radević, Aleksandar, Savić, Aleksandar R., Aškrabić, Marina, Govedarica, Ognjen, Karanović, Đurđica, Radovanović, Željko, Cvetković, Marija, Svetozarević, Snežana, "Urban flood protection and stormwater removal: The development of the multifunctional porous pavement prototype" in International conference on hydro-climate extremes and society, 27-29 June, Novi Sad, 2023 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3298 .

TY  - CONF
AU  - Rajaković-Ognjanović, Vladana
AU  - Lekić, Branislava
AU  - Naunović, Zorana
AU  - Govedarica, Ognjen
AU  - Zakić, Dimitrije
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar R.
AU  - Aškrabić, Marina
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3301
AB  - U ovom radu ispitani su različiti tipovi kompozitnih materijala, koji su po sastavu većim delom od cementa, a jednim delom od recikliranog otpadnog praškastog materijala, neutrala. Ispitivanja su obuhvatila uticaj kompozitnih materijala na kvalitet vode u šaržnom sistemu. Ispitani su ključni parametri na osnovu kojih se može oceniti uticaj na promenu kvaliteta vode. Deo materijala čini i reciklirani otpadni materijal koji ima komercijalni naziv „neutral“. Neutral nastaje od sirovine koju predstavljaju različiti tipovi (često opasnog) otpada, koji se u reaktoru sa kalcijum-oksidom prevodi u prah koji se može koristiti kao beozopasan. Ovo istraživanje predstavlja preliminarna ispitivanja koaj će ukazati na mogućnost korišćenja neutrala kao materijal koji bi, u kontaktu sa vodom, otpuštao zagađujuće materije u ekološki prihvatljivom obimu i/ili ne.
PB  - Udruženje za tehnologiju vode i sanitarno inženjerstvo
C3  - Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 4-6 april, Vrnjačka Banja, 2023
T1  - Primena strategije nultog otpada - Upotreba mulja sa postrojenja za prečišćavanje otpadne vode u građevinskim materijalima
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3301
ER  - 

@conference{
author = "Rajaković-Ognjanović, Vladana and Lekić, Branislava and Naunović, Zorana and Govedarica, Ognjen and Zakić, Dimitrije and Radević, Aleksandar and Savić, Aleksandar R. and Aškrabić, Marina",
year = "2023",
abstract = "U ovom radu ispitani su različiti tipovi kompozitnih materijala, koji su po sastavu većim delom od cementa, a jednim delom od recikliranog otpadnog praškastog materijala, neutrala. Ispitivanja su obuhvatila uticaj kompozitnih materijala na kvalitet vode u šaržnom sistemu. Ispitani su ključni parametri na osnovu kojih se može oceniti uticaj na promenu kvaliteta vode. Deo materijala čini i reciklirani otpadni materijal koji ima komercijalni naziv „neutral“. Neutral nastaje od sirovine koju predstavljaju različiti tipovi (često opasnog) otpada, koji se u reaktoru sa kalcijum-oksidom prevodi u prah koji se može koristiti kao beozopasan. Ovo istraživanje predstavlja preliminarna ispitivanja koaj će ukazati na mogućnost korišćenja neutrala kao materijal koji bi, u kontaktu sa vodom, otpuštao zagađujuće materije u ekološki prihvatljivom obimu i/ili ne.",
publisher = "Udruženje za tehnologiju vode i sanitarno inženjerstvo",
journal = "Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 4-6 april, Vrnjačka Banja, 2023",
title = "Primena strategije nultog otpada - Upotreba mulja sa postrojenja za prečišćavanje otpadne vode u građevinskim materijalima",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3301"
}

Rajaković-Ognjanović, V., Lekić, B., Naunović, Z., Govedarica, O., Zakić, D., Radević, A., Savić, A. R.,& Aškrabić, M.. (2023). Primena strategije nultog otpada - Upotreba mulja sa postrojenja za prečišćavanje otpadne vode u građevinskim materijalima. in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 4-6 april, Vrnjačka Banja, 2023
Udruženje za tehnologiju vode i sanitarno inženjerstvo..
https://hdl.handle.net/21.15107/rcub_grafar_3301

Rajaković-Ognjanović V, Lekić B, Naunović Z, Govedarica O, Zakić D, Radević A, Savić AR, Aškrabić M. Primena strategije nultog otpada - Upotreba mulja sa postrojenja za prečišćavanje otpadne vode u građevinskim materijalima. in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 4-6 april, Vrnjačka Banja, 2023. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3301 .

Rajaković-Ognjanović, Vladana, Lekić, Branislava, Naunović, Zorana, Govedarica, Ognjen, Zakić, Dimitrije, Radević, Aleksandar, Savić, Aleksandar R., Aškrabić, Marina, "Primena strategije nultog otpada - Upotreba mulja sa postrojenja za prečišćavanje otpadne vode u građevinskim materijalima" in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 4-6 april, Vrnjačka Banja, 2023 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3301 .

TY  - CONF
AU  - Stojković, Milica
AU  - Aškrabić, Marina
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar R.
AU  - Zakić, Dimitrije
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3265
AB  - In this research, tests of mortar and porous concrete made with solidified waste water treatment sludge (SWWTS) used in two forms as a partial replacement of cement were carried out. SWWTS mainly consisted out of CaCO3 and Ca(OH)2, having no pozzolanic properties. For this reason, it was used both, as produced, and modified by adding Al2O3 and Mg3Si4O10(OH)2 in certain percentages. One mortar type and two types of porous concrete were tested. For each of the three products two mixtures were prepared: the reference mixture and the mixture made with 30% replacement of cement, while the other components remained the same. Based on the given comparative analysis, conclusions were drawn regarding the structure of porous concrete slabs, which refer to individual analyzed properties, but also to the possibility of applying energy-efficient materials. The obtained results point to the conclusion that the use of SWWTS reduces the values of almost all tested properties of porous concrete (flexural and compressive strength, pull-off strength, abrasion resistance), but also that the modification of SWWTS led to a smaller difference in the results of the samples made with 30% of cement replacement and the reference samples. Although, the use of SWWTS led to the reduction of mechancal properties of concretes, the most important benefit is development of possible way for reuse of this waste material and avoid its disposal in the landfills.
PB  - Macedonian Association of Structural Engineers
C3  - 20th International Symposium „Resilient structures“, MASE - Macedonian Association of Structural Engineers, Skopje, 28-29 September
T1  - Solidified waste water treated sludge as partial replacement of cement in concete composites
VL  - 1151-1160
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3265
ER  - 

@conference{
author = "Stojković, Milica and Aškrabić, Marina and Radević, Aleksandar and Savić, Aleksandar R. and Zakić, Dimitrije",
year = "2023",
abstract = "In this research, tests of mortar and porous concrete made with solidified waste water treatment sludge (SWWTS) used in two forms as a partial replacement of cement were carried out. SWWTS mainly consisted out of CaCO3 and Ca(OH)2, having no pozzolanic properties. For this reason, it was used both, as produced, and modified by adding Al2O3 and Mg3Si4O10(OH)2 in certain percentages. One mortar type and two types of porous concrete were tested. For each of the three products two mixtures were prepared: the reference mixture and the mixture made with 30% replacement of cement, while the other components remained the same. Based on the given comparative analysis, conclusions were drawn regarding the structure of porous concrete slabs, which refer to individual analyzed properties, but also to the possibility of applying energy-efficient materials. The obtained results point to the conclusion that the use of SWWTS reduces the values of almost all tested properties of porous concrete (flexural and compressive strength, pull-off strength, abrasion resistance), but also that the modification of SWWTS led to a smaller difference in the results of the samples made with 30% of cement replacement and the reference samples. Although, the use of SWWTS led to the reduction of mechancal properties of concretes, the most important benefit is development of possible way for reuse of this waste material and avoid its disposal in the landfills.",
publisher = "Macedonian Association of Structural Engineers",
journal = "20th International Symposium „Resilient structures“, MASE - Macedonian Association of Structural Engineers, Skopje, 28-29 September",
title = "Solidified waste water treated sludge as partial replacement of cement in concete composites",
volume = "1151-1160",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3265"
}

Stojković, M., Aškrabić, M., Radević, A., Savić, A. R.,& Zakić, D.. (2023). Solidified waste water treated sludge as partial replacement of cement in concete composites. in 20th International Symposium „Resilient structures“, MASE - Macedonian Association of Structural Engineers, Skopje, 28-29 September
Macedonian Association of Structural Engineers., 1151-1160.
https://hdl.handle.net/21.15107/rcub_grafar_3265

Stojković M, Aškrabić M, Radević A, Savić AR, Zakić D. Solidified waste water treated sludge as partial replacement of cement in concete composites. in 20th International Symposium „Resilient structures“, MASE - Macedonian Association of Structural Engineers, Skopje, 28-29 September. 2023;1151-1160.
https://hdl.handle.net/21.15107/rcub_grafar_3265 .

Stojković, Milica, Aškrabić, Marina, Radević, Aleksandar, Savić, Aleksandar R., Zakić, Dimitrije, "Solidified waste water treated sludge as partial replacement of cement in concete composites" in 20th International Symposium „Resilient structures“, MASE - Macedonian Association of Structural Engineers, Skopje, 28-29 September, 1151-1160 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3265 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Radević, Aleksandar
AU  - Stojanović, Ivana
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3266
AB  - The increased number of water treatment plants induces intensified production of water treatment sludge (WTS) that needs to be stabilized and reused. One of the possible stabilization processes is solidification, which involves the reaction of wastes with additives based on calcium-oxide and calcium-hydroxide. The final product of these reactions (solidified water treatment sludge - SWTS) is an inert material that can be used as a filler, but not as a supplementary cementitious mate-rial (SCM) - due to its insufficient pozzolanic activity. The paper presents the possibilities of application of modified SWTS (MSWTS) as a SCM when mixed with aluminium-oxide and magnesium-silicate. In order to achieve this, mortar mixtures were prepared with partial replacement of cement by using MSWTS in amounts of 10%, 20% and 30%. Flexural and compressive strength tests, togeth-er with ultrasonic pulse velocity, as well as with capillary water absorption and freeze-thaw resistance were performed. The obtained results point to the conclu-sion that the increase in the percentage content of MSWTS consequently led to a decrease in the mechanical properties of the tested samples, which limits the pos-sible cement percentage replacement in plasters.  The decrease in flexural strength ranged between 3% and 8% and in compressive strength between 8% and 19%.
PB  - RILEM
PB  - Springer
C3  - International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, Milos, Greece, 2023
T1  - Possibilities for Application of Modified Solidified Water Treatment Sludge as Supplementary Cementitious Material
SP  - 209-217
VL  - 44
DO  - 10.1007/978-3-031-33187-9
ER  - 

@conference{
author = "Aškrabić, Marina and Zakić, Dimitrije and Savić, Aleksandar R. and Radević, Aleksandar and Stojanović, Ivana",
year = "2023",
abstract = "The increased number of water treatment plants induces intensified production of water treatment sludge (WTS) that needs to be stabilized and reused. One of the possible stabilization processes is solidification, which involves the reaction of wastes with additives based on calcium-oxide and calcium-hydroxide. The final product of these reactions (solidified water treatment sludge - SWTS) is an inert material that can be used as a filler, but not as a supplementary cementitious mate-rial (SCM) - due to its insufficient pozzolanic activity. The paper presents the possibilities of application of modified SWTS (MSWTS) as a SCM when mixed with aluminium-oxide and magnesium-silicate. In order to achieve this, mortar mixtures were prepared with partial replacement of cement by using MSWTS in amounts of 10%, 20% and 30%. Flexural and compressive strength tests, togeth-er with ultrasonic pulse velocity, as well as with capillary water absorption and freeze-thaw resistance were performed. The obtained results point to the conclu-sion that the increase in the percentage content of MSWTS consequently led to a decrease in the mechanical properties of the tested samples, which limits the pos-sible cement percentage replacement in plasters.  The decrease in flexural strength ranged between 3% and 8% and in compressive strength between 8% and 19%.",
publisher = "RILEM, Springer",
journal = "International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, Milos, Greece, 2023",
title = "Possibilities for Application of Modified Solidified Water Treatment Sludge as Supplementary Cementitious Material",
pages = "209-217",
volume = "44",
doi = "10.1007/978-3-031-33187-9"
}

Aškrabić, M., Zakić, D., Savić, A. R., Radević, A.,& Stojanović, I.. (2023). Possibilities for Application of Modified Solidified Water Treatment Sludge as Supplementary Cementitious Material. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, Milos, Greece, 2023
RILEM., 44, 209-217.
https://doi.org/10.1007/978-3-031-33187-9

Aškrabić M, Zakić D, Savić AR, Radević A, Stojanović I. Possibilities for Application of Modified Solidified Water Treatment Sludge as Supplementary Cementitious Material. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, Milos, Greece, 2023. 2023;44:209-217.
doi:10.1007/978-3-031-33187-9 .

Aškrabić, Marina, Zakić, Dimitrije, Savić, Aleksandar R., Radević, Aleksandar, Stojanović, Ivana, "Possibilities for Application of Modified Solidified Water Treatment Sludge as Supplementary Cementitious Material" in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, Milos, Greece, 2023, 44 (2023):209-217,
https://doi.org/10.1007/978-3-031-33187-9 . .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Miličić, Ljiljana
AU  - Delić-Nikolić, Ivana
AU  - Vyšvařil, Martin
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3316
AB  - Although, the salt crystallization is one of the most common causes of the deterioration of lime-based mortars, testing of their resistance to the soluble salt action has not yet been standardized. The problems following the development of the globally accepted testing method are, among others: defining the type of mortar samples, ways of samples’ contamination, the type and the concentration of the salt solutions used, environmental conditions during testing, determination of the damage development and the durability assessment. Another task of the testing method is to explain and connect the processes developing in the materials when they are applied in laboratory and real conditions. In this paper, soluble salt resistance testing of lime mortars on the composite samples is presented. The main focus of the paper is on the determination of the salt distribution in this type of samples after the five wetting and drying cycles. Samples consisted of two lime rendering layers (inner – 1/3 and outer -1/1), both prepared according to the experiences found in the literature for these types of lime mortars when applied on historical structures, placed on the natural stone bases. They were cured in laboratory conditions for 90 days, before drying and exposing to soluble salts action. Two types of 10% salt solutions were used for the test: sodium-chloride and sodium-sulfate. Salt contamination was performed by capillary action only in the first cycle, while in the other cycles samples were wetted by deionized water. After the finalization of the cycles, the detached pieces of mortar and efflorescence were removed from the samples. One of the samples from both groups were then cut in two halves, from which one was used for X-Ray Fluorescence (XRF) and another for Scanning Electron Microscopy with Energy Dispersive X-Ray Analysis (SEM – EDX) characterization. For the XRF analysis samples were divided into four layers, and then crushed and sieved through 0.5 mm sieve before testing. For the SEM-EDX analysis the polished thick cross sections were prepared. The paper presents the results of these two analyses, and discusses the advantages and disadvantages of their application for this purpose. Mineralogical analysis of the samples was performed using XRD analysis. It was shown that XRF analysis provides more precise quantification of the elements within one sample, while SEM-EDX analysis gives possibilities for testing of layers with smaller depth within one cross – section.
PB  - Springer
C3  - Conservation and Restoration of Historic Mortars and Masonry Structures
T1  - Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3316
ER  - 

@conference{
author = "Aškrabić, Marina and Zakić, Dimitrije and Savić, Aleksandar R. and Miličić, Ljiljana and Delić-Nikolić, Ivana and Vyšvařil, Martin",
year = "2023",
abstract = "Although, the salt crystallization is one of the most common causes of the deterioration of lime-based mortars, testing of their resistance to the soluble salt action has not yet been standardized. The problems following the development of the globally accepted testing method are, among others: defining the type of mortar samples, ways of samples’ contamination, the type and the concentration of the salt solutions used, environmental conditions during testing, determination of the damage development and the durability assessment. Another task of the testing method is to explain and connect the processes developing in the materials when they are applied in laboratory and real conditions. In this paper, soluble salt resistance testing of lime mortars on the composite samples is presented. The main focus of the paper is on the determination of the salt distribution in this type of samples after the five wetting and drying cycles. Samples consisted of two lime rendering layers (inner – 1/3 and outer -1/1), both prepared according to the experiences found in the literature for these types of lime mortars when applied on historical structures, placed on the natural stone bases. They were cured in laboratory conditions for 90 days, before drying and exposing to soluble salts action. Two types of 10% salt solutions were used for the test: sodium-chloride and sodium-sulfate. Salt contamination was performed by capillary action only in the first cycle, while in the other cycles samples were wetted by deionized water. After the finalization of the cycles, the detached pieces of mortar and efflorescence were removed from the samples. One of the samples from both groups were then cut in two halves, from which one was used for X-Ray Fluorescence (XRF) and another for Scanning Electron Microscopy with Energy Dispersive X-Ray Analysis (SEM – EDX) characterization. For the XRF analysis samples were divided into four layers, and then crushed and sieved through 0.5 mm sieve before testing. For the SEM-EDX analysis the polished thick cross sections were prepared. The paper presents the results of these two analyses, and discusses the advantages and disadvantages of their application for this purpose. Mineralogical analysis of the samples was performed using XRD analysis. It was shown that XRF analysis provides more precise quantification of the elements within one sample, while SEM-EDX analysis gives possibilities for testing of layers with smaller depth within one cross – section.",
publisher = "Springer",
journal = "Conservation and Restoration of Historic Mortars and Masonry Structures",
title = "Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3316"
}

Aškrabić, M., Zakić, D., Savić, A. R., Miličić, L., Delić-Nikolić, I.,& Vyšvařil, M.. (2023). Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization. in Conservation and Restoration of Historic Mortars and Masonry Structures
Springer..
https://hdl.handle.net/21.15107/rcub_grafar_3316

Aškrabić M, Zakić D, Savić AR, Miličić L, Delić-Nikolić I, Vyšvařil M. Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization. in Conservation and Restoration of Historic Mortars and Masonry Structures. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3316 .

Aškrabić, Marina, Zakić, Dimitrije, Savić, Aleksandar R., Miličić, Ljiljana, Delić-Nikolić, Ivana, Vyšvařil, Martin, "Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization" in Conservation and Restoration of Historic Mortars and Masonry Structures (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3316 .

TY  - CONF
AU  - Vulić, Tatjana
AU  - Hadnađev-Kostić, Milica
AU  - Rajaković-Ognjanović, Vladana
AU  - Lekić, Branislava
AU  - Zakić, Dimitrije
AU  - Aškrabić, Marina
AU  - Karanović, Đurđica
AU  - Govedarica, Ognjen
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3296
PB  - University of Niš, Faculty of Technology
C3  - 15th International symposium „Novel technologies and sustainable development“, Leskovac, 20-21. oktobar, 2023.
T1  - Pervious concrete pavements: The influence of solidified wastewater treatment sludge as a supplementary cementitious material on pavement porosity
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3296
ER  - 

@conference{
author = "Vulić, Tatjana and Hadnađev-Kostić, Milica and Rajaković-Ognjanović, Vladana and Lekić, Branislava and Zakić, Dimitrije and Aškrabić, Marina and Karanović, Đurđica and Govedarica, Ognjen",
year = "2023",
publisher = "University of Niš, Faculty of Technology",
journal = "15th International symposium „Novel technologies and sustainable development“, Leskovac, 20-21. oktobar, 2023.",
title = "Pervious concrete pavements: The influence of solidified wastewater treatment sludge as a supplementary cementitious material on pavement porosity",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3296"
}

Vulić, T., Hadnađev-Kostić, M., Rajaković-Ognjanović, V., Lekić, B., Zakić, D., Aškrabić, M., Karanović, Đ.,& Govedarica, O.. (2023). Pervious concrete pavements: The influence of solidified wastewater treatment sludge as a supplementary cementitious material on pavement porosity. in 15th International symposium „Novel technologies and sustainable development“, Leskovac, 20-21. oktobar, 2023.
University of Niš, Faculty of Technology..
https://hdl.handle.net/21.15107/rcub_grafar_3296

Vulić T, Hadnađev-Kostić M, Rajaković-Ognjanović V, Lekić B, Zakić D, Aškrabić M, Karanović Đ, Govedarica O. Pervious concrete pavements: The influence of solidified wastewater treatment sludge as a supplementary cementitious material on pavement porosity. in 15th International symposium „Novel technologies and sustainable development“, Leskovac, 20-21. oktobar, 2023.. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3296 .

Vulić, Tatjana, Hadnađev-Kostić, Milica, Rajaković-Ognjanović, Vladana, Lekić, Branislava, Zakić, Dimitrije, Aškrabić, Marina, Karanović, Đurđica, Govedarica, Ognjen, "Pervious concrete pavements: The influence of solidified wastewater treatment sludge as a supplementary cementitious material on pavement porosity" in 15th International symposium „Novel technologies and sustainable development“, Leskovac, 20-21. oktobar, 2023. (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3296 .

TY  - CONF
AU  - Radovanović, Željko
AU  - Govedarica, Ognjen
AU  - Aškrabić, Marina
AU  - Hadnađev-Kostić, Milica
AU  - Vulić, Tatjana
AU  - Lekić, Branislava
AU  - Rajaković-Ognjanović, Vladana
AU  - Zakić, Dimitrije
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3297
PB  - Material Research Society of Serbia
C3  - 24th Annual Conference Yucomat 2023, 4-8 September, Herceg Novi
T1  - Solidified wastewater treatment sludge as a prospective supplementary cementitious material for processing pervious concrete pavements
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3297
ER  - 

@conference{
author = "Radovanović, Željko and Govedarica, Ognjen and Aškrabić, Marina and Hadnađev-Kostić, Milica and Vulić, Tatjana and Lekić, Branislava and Rajaković-Ognjanović, Vladana and Zakić, Dimitrije",
year = "2023",
publisher = "Material Research Society of Serbia",
journal = "24th Annual Conference Yucomat 2023, 4-8 September, Herceg Novi",
title = "Solidified wastewater treatment sludge as a prospective supplementary cementitious material for processing pervious concrete pavements",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3297"
}

Radovanović, Ž., Govedarica, O., Aškrabić, M., Hadnađev-Kostić, M., Vulić, T., Lekić, B., Rajaković-Ognjanović, V.,& Zakić, D.. (2023). Solidified wastewater treatment sludge as a prospective supplementary cementitious material for processing pervious concrete pavements. in 24th Annual Conference Yucomat 2023, 4-8 September, Herceg Novi
Material Research Society of Serbia..
https://hdl.handle.net/21.15107/rcub_grafar_3297

Radovanović Ž, Govedarica O, Aškrabić M, Hadnađev-Kostić M, Vulić T, Lekić B, Rajaković-Ognjanović V, Zakić D. Solidified wastewater treatment sludge as a prospective supplementary cementitious material for processing pervious concrete pavements. in 24th Annual Conference Yucomat 2023, 4-8 September, Herceg Novi. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3297 .

Radovanović, Željko, Govedarica, Ognjen, Aškrabić, Marina, Hadnađev-Kostić, Milica, Vulić, Tatjana, Lekić, Branislava, Rajaković-Ognjanović, Vladana, Zakić, Dimitrije, "Solidified wastewater treatment sludge as a prospective supplementary cementitious material for processing pervious concrete pavements" in 24th Annual Conference Yucomat 2023, 4-8 September, Herceg Novi (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3297 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3264
AB  - Pervious concrete and different types of permeable products for paving are in the spotlight of the researchers from different areas: material engineering, urbanization, water management, sustainable development, renewable energy resources, etc. The paper presents the most important parameters related to production and application of pervious concrete, and the ways of using these products in various conditions. Additionally, mechanical properties of pervious concrete slabs produced with 30% of cement replaced with modified solidified waste water treated sludge are presented, as a possible way of sustainable usage of these products.
PB  - Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources
C3  - 11th International Conference on Renewable Electrical Power Sources, Belgrade, 2 - 3. November 2023
T1  - The role of permeable products in the paving of urban environment in the light of sustainable use of resources
VL  - 301-307
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3264
ER  - 

@conference{
author = "Aškrabić, Marina and Radević, Aleksandar and Savić, Aleksandar",
year = "2023",
abstract = "Pervious concrete and different types of permeable products for paving are in the spotlight of the researchers from different areas: material engineering, urbanization, water management, sustainable development, renewable energy resources, etc. The paper presents the most important parameters related to production and application of pervious concrete, and the ways of using these products in various conditions. Additionally, mechanical properties of pervious concrete slabs produced with 30% of cement replaced with modified solidified waste water treated sludge are presented, as a possible way of sustainable usage of these products.",
publisher = "Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources",
journal = "11th International Conference on Renewable Electrical Power Sources, Belgrade, 2 - 3. November 2023",
title = "The role of permeable products in the paving of urban environment in the light of sustainable use of resources",
volume = "301-307",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3264"
}

Aškrabić, M., Radević, A.,& Savić, A.. (2023). The role of permeable products in the paving of urban environment in the light of sustainable use of resources. in 11th International Conference on Renewable Electrical Power Sources, Belgrade, 2 - 3. November 2023
Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources., 301-307.
https://hdl.handle.net/21.15107/rcub_grafar_3264

Aškrabić M, Radević A, Savić A. The role of permeable products in the paving of urban environment in the light of sustainable use of resources. in 11th International Conference on Renewable Electrical Power Sources, Belgrade, 2 - 3. November 2023. 2023;301-307.
https://hdl.handle.net/21.15107/rcub_grafar_3264 .

Aškrabić, Marina, Radević, Aleksandar, Savić, Aleksandar, "The role of permeable products in the paving of urban environment in the light of sustainable use of resources" in 11th International Conference on Renewable Electrical Power Sources, Belgrade, 2 - 3. November 2023, 301-307 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3264 .

TY  - CONF
AU  - Rajaković-Ognjanović, Vladana
AU  - Lekić, Branislava
AU  - Naunović, Zorana
AU  - Govedarica, Ognjen
AU  - Zakić, Dimitrije
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar R.
AU  - Aškrabić, Marina
AU  - Obradović, Vera
AU  - Vulić, Tatjana
AU  - Hadnađev-Kostić, Milica
AU  - Karanović, Đurđica
AU  - Cvetković, Marija
AU  - Svetozarević, Snežana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3303
AB  - Koncept korišćenja otpadnih materijala uz nastanak novih, korisnih materijala predstavlja primenu koncepta nula otpada. Ideja je da se materijali koriste za bolje upravljanje poplavama u gradovima. U pitanju je interdisciplinarni pristup rešavanju odvođenja vode i poboljšanju upravljanja poplavama u gradovima u Srbiji i na globalnom nivou. Glavni naučni i inženjerski cilj je razvoj multifunkcionalnog prototipa poroznog materijala za zaštitu of gradskih poplava i istovremeno uklanjanje zagađujućih materija iz atmosferskih voda.
PB  - Udruženje za tehnologiju vode i sanitarno inženjerstvo
C3  - Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 14-16 jun, Subotica, 2022
T1  - Primena koncepta „Nula Otpada“ - Promocija pametnih rešenja kod urbanog odvodnjavanja
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3303
ER  - 

@conference{
author = "Rajaković-Ognjanović, Vladana and Lekić, Branislava and Naunović, Zorana and Govedarica, Ognjen and Zakić, Dimitrije and Radević, Aleksandar and Savić, Aleksandar R. and Aškrabić, Marina and Obradović, Vera and Vulić, Tatjana and Hadnađev-Kostić, Milica and Karanović, Đurđica and Cvetković, Marija and Svetozarević, Snežana",
year = "2022",
abstract = "Koncept korišćenja otpadnih materijala uz nastanak novih, korisnih materijala predstavlja primenu koncepta nula otpada. Ideja je da se materijali koriste za bolje upravljanje poplavama u gradovima. U pitanju je interdisciplinarni pristup rešavanju odvođenja vode i poboljšanju upravljanja poplavama u gradovima u Srbiji i na globalnom nivou. Glavni naučni i inženjerski cilj je razvoj multifunkcionalnog prototipa poroznog materijala za zaštitu of gradskih poplava i istovremeno uklanjanje zagađujućih materija iz atmosferskih voda.",
publisher = "Udruženje za tehnologiju vode i sanitarno inženjerstvo",
journal = "Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 14-16 jun, Subotica, 2022",
title = "Primena koncepta „Nula Otpada“ - Promocija pametnih rešenja kod urbanog odvodnjavanja",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3303"
}

Rajaković-Ognjanović, V., Lekić, B., Naunović, Z., Govedarica, O., Zakić, D., Radević, A., Savić, A. R., Aškrabić, M., Obradović, V., Vulić, T., Hadnađev-Kostić, M., Karanović, Đ., Cvetković, M.,& Svetozarević, S.. (2022). Primena koncepta „Nula Otpada“ - Promocija pametnih rešenja kod urbanog odvodnjavanja. in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 14-16 jun, Subotica, 2022
Udruženje za tehnologiju vode i sanitarno inženjerstvo..
https://hdl.handle.net/21.15107/rcub_grafar_3303

Rajaković-Ognjanović V, Lekić B, Naunović Z, Govedarica O, Zakić D, Radević A, Savić AR, Aškrabić M, Obradović V, Vulić T, Hadnađev-Kostić M, Karanović Đ, Cvetković M, Svetozarević S. Primena koncepta „Nula Otpada“ - Promocija pametnih rešenja kod urbanog odvodnjavanja. in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 14-16 jun, Subotica, 2022. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_3303 .

Rajaković-Ognjanović, Vladana, Lekić, Branislava, Naunović, Zorana, Govedarica, Ognjen, Zakić, Dimitrije, Radević, Aleksandar, Savić, Aleksandar R., Aškrabić, Marina, Obradović, Vera, Vulić, Tatjana, Hadnađev-Kostić, Milica, Karanović, Đurđica, Cvetković, Marija, Svetozarević, Snežana, "Primena koncepta „Nula Otpada“ - Promocija pametnih rešenja kod urbanog odvodnjavanja" in Konferencija ''Otpadne vode, komunalni čvrsti odtpad i opasan otpad'', 14-16 jun, Subotica, 2022 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_3303 .

TY  - CONF
AU  - Mirković, Marija
AU  - Radević, Aleksandar
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Aškrabić, Marina
AU  - Jevtić, Dragica
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2836
AB  - Presented research was intentioned to clarify the effects of thermal treatment (ageing) of reinforcing steel products on their mechanical and deformation properties. In order to determine the effect of temperature, samples were exposed to room temperature (reference samples) and a temperature of 100 °C in duration of 30, 60 and 120 minutes, respectively. Tests were conducted on bars, coils and welded fabrics. After the thermal treatment, samples were exposed to tensile testing. The duration of the ageing treatment did not significantly affect measured properties of the tested products. Still, longer ageing process increased the yield stress of samples taken from coils by 7%, while the welded fabrics reached optimum values of yield stress and elongation after ageing of 60 minutes.
PB  - University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
C3  - International scientific conference on contemporary theory and practice in construction XV, Banjaluka
T1  - The effect of thermal treatment on mechanical and deformation properties of steel reinforcement
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2836
ER  - 

@conference{
author = "Mirković, Marija and Radević, Aleksandar and Zakić, Dimitrije and Savić, Aleksandar R. and Aškrabić, Marina and Jevtić, Dragica",
year = "2022",
abstract = "Presented research was intentioned to clarify the effects of thermal treatment (ageing) of reinforcing steel products on their mechanical and deformation properties. In order to determine the effect of temperature, samples were exposed to room temperature (reference samples) and a temperature of 100 °C in duration of 30, 60 and 120 minutes, respectively. Tests were conducted on bars, coils and welded fabrics. After the thermal treatment, samples were exposed to tensile testing. The duration of the ageing treatment did not significantly affect measured properties of the tested products. Still, longer ageing process increased the yield stress of samples taken from coils by 7%, while the welded fabrics reached optimum values of yield stress and elongation after ageing of 60 minutes.",
publisher = "University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy",
journal = "International scientific conference on contemporary theory and practice in construction XV, Banjaluka",
title = "The effect of thermal treatment on mechanical and deformation properties of steel reinforcement",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2836"
}

Mirković, M., Radević, A., Zakić, D., Savić, A. R., Aškrabić, M.,& Jevtić, D.. (2022). The effect of thermal treatment on mechanical and deformation properties of steel reinforcement. in International scientific conference on contemporary theory and practice in construction XV, Banjaluka
University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy..
https://hdl.handle.net/21.15107/rcub_grafar_2836

Mirković M, Radević A, Zakić D, Savić AR, Aškrabić M, Jevtić D. The effect of thermal treatment on mechanical and deformation properties of steel reinforcement. in International scientific conference on contemporary theory and practice in construction XV, Banjaluka. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2836 .

Mirković, Marija, Radević, Aleksandar, Zakić, Dimitrije, Savić, Aleksandar R., Aškrabić, Marina, Jevtić, Dragica, "The effect of thermal treatment on mechanical and deformation properties of steel reinforcement" in International scientific conference on contemporary theory and practice in construction XV, Banjaluka (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2836 .

TY  - JOUR
AU  - Savić, Aleksandar
AU  - Broćeta, Gordana
AU  - Aškrabić, Marina
AU  - Panić, Sonja
AU  - Vidanović, Ljubomir
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3276
AB  - The subject of the experimental tests presented in the paper is the influence of the mixing method on the physical and mechanical properties of fine-grained concrete with the nominally largest aggregate grain of 8 mm. Concretes with three different aggregate compositions (river, crushed and mixture with coarse recycled aggregate) were mixed using the usual approach, and then two-stage mixing approach (TSMA). Slump and flow, density and temperature were tested on fresh concrete. The compressive strength, flexural, splitting tensile strength, density, ultrasonic pulse velocity, and water absorption was recorded on hardened concrete. Concretes prepared using recycled aggregate, according to all the mentioned tests, can be used as an adequate replacement for concretes prepared using river or crushed aggregate, while the two-phase approach had the greatest effect on the increase of the splitting tensile strength.
PB  - Academy of Sciences and Arts of the Republic of Srpska, Bana Lazarevića 1, 78000 Banja Luka, Republic of Srpska, B&H
T2  - Contemporary Materials
T1  - Effect of Mixing Approach on the Properties of Concrete with Different Aggregate Types
EP  - 83
IS  - 1
SP  - 74
VL  - 13
DO  - 10.7251/COMEN2201074S
ER  - 

@article{
author = "Savić, Aleksandar and Broćeta, Gordana and Aškrabić, Marina and Panić, Sonja and Vidanović, Ljubomir",
year = "2022",
abstract = "The subject of the experimental tests presented in the paper is the influence of the mixing method on the physical and mechanical properties of fine-grained concrete with the nominally largest aggregate grain of 8 mm. Concretes with three different aggregate compositions (river, crushed and mixture with coarse recycled aggregate) were mixed using the usual approach, and then two-stage mixing approach (TSMA). Slump and flow, density and temperature were tested on fresh concrete. The compressive strength, flexural, splitting tensile strength, density, ultrasonic pulse velocity, and water absorption was recorded on hardened concrete. Concretes prepared using recycled aggregate, according to all the mentioned tests, can be used as an adequate replacement for concretes prepared using river or crushed aggregate, while the two-phase approach had the greatest effect on the increase of the splitting tensile strength.",
publisher = "Academy of Sciences and Arts of the Republic of Srpska, Bana Lazarevića 1, 78000 Banja Luka, Republic of Srpska, B&H",
journal = "Contemporary Materials",
title = "Effect of Mixing Approach on the Properties of Concrete with Different Aggregate Types",
pages = "83-74",
number = "1",
volume = "13",
doi = "10.7251/COMEN2201074S"
}

Savić, A., Broćeta, G., Aškrabić, M., Panić, S.,& Vidanović, L.. (2022). Effect of Mixing Approach on the Properties of Concrete with Different Aggregate Types. in Contemporary Materials
Academy of Sciences and Arts of the Republic of Srpska, Bana Lazarevića 1, 78000 Banja Luka, Republic of Srpska, B&H., 13(1), 74-83.
https://doi.org/10.7251/COMEN2201074S

Savić A, Broćeta G, Aškrabić M, Panić S, Vidanović L. Effect of Mixing Approach on the Properties of Concrete with Different Aggregate Types. in Contemporary Materials. 2022;13(1):74-83.
doi:10.7251/COMEN2201074S .

Savić, Aleksandar, Broćeta, Gordana, Aškrabić, Marina, Panić, Sonja, Vidanović, Ljubomir, "Effect of Mixing Approach on the Properties of Concrete with Different Aggregate Types" in Contemporary Materials, 13, no. 1 (2022):74-83,
https://doi.org/10.7251/COMEN2201074S . .

TY  - CONF
AU  - Radević, Aleksandar
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Aškrabić, Marina
AU  - Jevtić, Dragica
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3263
AB  - U radu je prikazana ocena stanja armiranobetonske (AB) konstrikcije primenom nedestruktivnih i destruktivnih in-situ metoda ispitivanja. Analziriana je zavisnost rezultata dobijenih primenom pomenutih metoda u skladu sa važećom tehničkom regulativom. Za AB grede i stubove kod kojih nije ostvarena projektovana marka betona dati su primeri sprovedenih sanacionih mera. U prikazanim primerima detaljno su opisani svi relevantni aspekti praktične pirmene sprovedenih sanacionih mera karbonskim trakama i betoniranjem.
PB  - Savez građevinskih inženjera Srbije
C3  - Proceedings of the 12th international conference Assessment, maintenance and rehabilitation of structures, Vrnjačka Banja, 29 jun - 1. jul 2022
T1  - Primena in-situ metoda ispitivanja u cilju sanacije betonskih konstrukcija
VL  - 244-253
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3263
ER  - 

@conference{
author = "Radević, Aleksandar and Zakić, Dimitrije and Savić, Aleksandar R. and Aškrabić, Marina and Jevtić, Dragica",
year = "2022",
abstract = "U radu je prikazana ocena stanja armiranobetonske (AB) konstrikcije primenom nedestruktivnih i destruktivnih in-situ metoda ispitivanja. Analziriana je zavisnost rezultata dobijenih primenom pomenutih metoda u skladu sa važećom tehničkom regulativom. Za AB grede i stubove kod kojih nije ostvarena projektovana marka betona dati su primeri sprovedenih sanacionih mera. U prikazanim primerima detaljno su opisani svi relevantni aspekti praktične pirmene sprovedenih sanacionih mera karbonskim trakama i betoniranjem.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Proceedings of the 12th international conference Assessment, maintenance and rehabilitation of structures, Vrnjačka Banja, 29 jun - 1. jul 2022",
title = "Primena in-situ metoda ispitivanja u cilju sanacije betonskih konstrukcija",
volume = "244-253",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3263"
}

Radević, A., Zakić, D., Savić, A. R., Aškrabić, M.,& Jevtić, D.. (2022). Primena in-situ metoda ispitivanja u cilju sanacije betonskih konstrukcija. in Proceedings of the 12th international conference Assessment, maintenance and rehabilitation of structures, Vrnjačka Banja, 29 jun - 1. jul 2022
Savez građevinskih inženjera Srbije., 244-253.
https://hdl.handle.net/21.15107/rcub_grafar_3263

Radević A, Zakić D, Savić AR, Aškrabić M, Jevtić D. Primena in-situ metoda ispitivanja u cilju sanacije betonskih konstrukcija. in Proceedings of the 12th international conference Assessment, maintenance and rehabilitation of structures, Vrnjačka Banja, 29 jun - 1. jul 2022. 2022;244-253.
https://hdl.handle.net/21.15107/rcub_grafar_3263 .

Radević, Aleksandar, Zakić, Dimitrije, Savić, Aleksandar R., Aškrabić, Marina, Jevtić, Dragica, "Primena in-situ metoda ispitivanja u cilju sanacije betonskih konstrukcija" in Proceedings of the 12th international conference Assessment, maintenance and rehabilitation of structures, Vrnjačka Banja, 29 jun - 1. jul 2022, 244-253 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_3263 .

TY  - CONF
AU  - Parezanović, Aleksandra
AU  - Kiana, Ehsan
AU  - Rajović, Andrijana
AU  - Govedarica, Ognjen
AU  - Aškrabić, Marina
AU  - Radević, Aleksandar
AU  - Savić, Aleksandar
AU  - Zakić, Dimitrije
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2839
AB  - The results of comparative testing of porous lightweight aggregate concrete made with various percentages of neutral as a partial replacement of cement are presented in this paper. Neutral represents non-hazardous, inert and solidified material obtained after the treatment of industrial waste materials that have further use value. Four types of prefabricated cavernous concrete flags with different percentages of cement replacement with neutral (0, 10, 20 and 30%) were tested regarding the following properties: density, compressive strength, tensile strength, frost resistance, hydraulic conductivity and thermal conductivity coefficient.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije I Udruženje savremene industrije glinenih proizvoda Srbije
C3  - Zbornik radova XXVIII kongres DIMK i IX kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija
T1  - Investigation of the mechanical, hydrophysical and thermotechnical properties of porous lightweight aggregate concrete
SP  - 433
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2839
ER  - 

@conference{
author = "Parezanović, Aleksandra and Kiana, Ehsan and Rajović, Andrijana and Govedarica, Ognjen and Aškrabić, Marina and Radević, Aleksandar and Savić, Aleksandar and Zakić, Dimitrije",
year = "2022",
abstract = "The results of comparative testing of porous lightweight aggregate concrete made with various percentages of neutral as a partial replacement of cement are presented in this paper. Neutral represents non-hazardous, inert and solidified material obtained after the treatment of industrial waste materials that have further use value. Four types of prefabricated cavernous concrete flags with different percentages of cement replacement with neutral (0, 10, 20 and 30%) were tested regarding the following properties: density, compressive strength, tensile strength, frost resistance, hydraulic conductivity and thermal conductivity coefficient.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije I Udruženje savremene industrije glinenih proizvoda Srbije",
journal = "Zbornik radova XXVIII kongres DIMK i IX kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija",
title = "Investigation of the mechanical, hydrophysical and thermotechnical properties of porous lightweight aggregate concrete",
pages = "433",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2839"
}

Parezanović, A., Kiana, E., Rajović, A., Govedarica, O., Aškrabić, M., Radević, A., Savić, A.,& Zakić, D.. (2022). Investigation of the mechanical, hydrophysical and thermotechnical properties of porous lightweight aggregate concrete. in Zbornik radova XXVIII kongres DIMK i IX kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije I Udruženje savremene industrije glinenih proizvoda Srbije., 433.
https://hdl.handle.net/21.15107/rcub_grafar_2839

Parezanović A, Kiana E, Rajović A, Govedarica O, Aškrabić M, Radević A, Savić A, Zakić D. Investigation of the mechanical, hydrophysical and thermotechnical properties of porous lightweight aggregate concrete. in Zbornik radova XXVIII kongres DIMK i IX kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija. 2022;:433.
https://hdl.handle.net/21.15107/rcub_grafar_2839 .

Parezanović, Aleksandra, Kiana, Ehsan, Rajović, Andrijana, Govedarica, Ognjen, Aškrabić, Marina, Radević, Aleksandar, Savić, Aleksandar, Zakić, Dimitrije, "Investigation of the mechanical, hydrophysical and thermotechnical properties of porous lightweight aggregate concrete" in Zbornik radova XXVIII kongres DIMK i IX kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija (2022):433,
https://hdl.handle.net/21.15107/rcub_grafar_2839 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Radević, Aleksandar
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2837
AB  - Dobra adhezija čelika i betona u elementima AB konstrukcija ostvaruje se, između ostalog, i
odgovarajućim orebravanjem šipki armature. Standard SRPS EN 10080 prepoznaje tri različita
tipa geometrije rebara, kod građevinskih proizvoda namenjenih za armiranje betona: šipki,
koturova, armaturnih mreža i reštekastih nosača. Kvalitet geometrije rebara se proverava putem
određivanja sledećih parametara: maksimalna visina poprečnih i podužnih rebara, rastojanje
između poprečnih rebara, nagibi urebrenja i boka poprečnog rebra i relativna površina rebra.
Metodologija njihovog ispitivanja definisana je u standardu SRPS EN ISO 15630-1, a
kriterijumi usaglašenosti su dati u standardu SRPS EN 10080. U radu su prikazani primeri
određivanja ovih parametara za različite tipove čelične armature, sa posebnim osvrtom na
utvrđivanje relativne površine rebara.
PB  - Univerzitet u Beogradu, Građevinski fakultet
C3  - Zbornik radova sa 16. Nacionalnog kongresa DGKS ASES, Društva građevinskih inženjera Srbije
T1  - Metodologija ispitivanja geometrijskih karakteristika čelične armature
SP  - 244/S-11
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2837
ER  - 

@conference{
author = "Aškrabić, Marina and Radević, Aleksandar and Zakić, Dimitrije and Savić, Aleksandar",
year = "2022",
abstract = "Dobra adhezija čelika i betona u elementima AB konstrukcija ostvaruje se, između ostalog, i
odgovarajućim orebravanjem šipki armature. Standard SRPS EN 10080 prepoznaje tri različita
tipa geometrije rebara, kod građevinskih proizvoda namenjenih za armiranje betona: šipki,
koturova, armaturnih mreža i reštekastih nosača. Kvalitet geometrije rebara se proverava putem
određivanja sledećih parametara: maksimalna visina poprečnih i podužnih rebara, rastojanje
između poprečnih rebara, nagibi urebrenja i boka poprečnog rebra i relativna površina rebra.
Metodologija njihovog ispitivanja definisana je u standardu SRPS EN ISO 15630-1, a
kriterijumi usaglašenosti su dati u standardu SRPS EN 10080. U radu su prikazani primeri
određivanja ovih parametara za različite tipove čelične armature, sa posebnim osvrtom na
utvrđivanje relativne površine rebara.",
publisher = "Univerzitet u Beogradu, Građevinski fakultet",
journal = "Zbornik radova sa 16. Nacionalnog kongresa DGKS ASES, Društva građevinskih inženjera Srbije",
title = "Metodologija ispitivanja geometrijskih karakteristika čelične armature",
pages = "244/S-11",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2837"
}

Aškrabić, M., Radević, A., Zakić, D.,& Savić, A.. (2022). Metodologija ispitivanja geometrijskih karakteristika čelične armature. in Zbornik radova sa 16. Nacionalnog kongresa DGKS ASES, Društva građevinskih inženjera Srbije
Univerzitet u Beogradu, Građevinski fakultet., 244/S-11.
https://hdl.handle.net/21.15107/rcub_grafar_2837

Aškrabić M, Radević A, Zakić D, Savić A. Metodologija ispitivanja geometrijskih karakteristika čelične armature. in Zbornik radova sa 16. Nacionalnog kongresa DGKS ASES, Društva građevinskih inženjera Srbije. 2022;:244/S-11.
https://hdl.handle.net/21.15107/rcub_grafar_2837 .

Aškrabić, Marina, Radević, Aleksandar, Zakić, Dimitrije, Savić, Aleksandar, "Metodologija ispitivanja geometrijskih karakteristika čelične armature" in Zbornik radova sa 16. Nacionalnog kongresa DGKS ASES, Društva građevinskih inženjera Srbije (2022):244/S-11,
https://hdl.handle.net/21.15107/rcub_grafar_2837 .

TY  - CONF
AU  - Savić, Aleksandar
AU  - Broćeta, Gordana
AU  - Jelić, Ivana
AU  - Aškrabić, Marina
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2825
AB  - The testing of physical and mechanical properties has always been the starting point for production of adequate cement composites, such as concrete and mortar. The need to preserve the environment by recycling materials, among other means, has found its recognition in production of mortars and concretes made with recycled aggregate. The paper deals with the specific aspects regarding the use of aggregate based on the recycled rubber, recycled brick and recycled concrete in mortar and concrete mixtures, with respect to the advantages and disadvantages of these aggregates. Properties such as density and consistency of fresh mixtures, as well as hardened state density, and hardened state compressive, flexural and bond strength will be used to quantify and assess the effect of the recycled materials on cement properties, in order to provide their practical use. The testing was conducted on the composites with local materials and in local laboratory conditions. A special part relates to the use of these materials in Self-Compacting Concrete mixtures, where the extreme attention to the component testing, mix proportioning, and production technology has to be paid.
PB  - IRASA – International Research Academy of Science and Art  Belgrade
C3  - IRASA International Scientific Conference SCIENCE, EDUCATION, TECHNOLOGY AND INNOVATION SETI IV 2022           Book of Proceedings
T1  - Green Concrete and Mortar Made with Recycled  Aggregate – a Step towards Sustainability in Civil Engineering
EP  - 81
SP  - 62
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2825
ER  - 

@conference{
author = "Savić, Aleksandar and Broćeta, Gordana and Jelić, Ivana and Aškrabić, Marina",
year = "2022",
abstract = "The testing of physical and mechanical properties has always been the starting point for production of adequate cement composites, such as concrete and mortar. The need to preserve the environment by recycling materials, among other means, has found its recognition in production of mortars and concretes made with recycled aggregate. The paper deals with the specific aspects regarding the use of aggregate based on the recycled rubber, recycled brick and recycled concrete in mortar and concrete mixtures, with respect to the advantages and disadvantages of these aggregates. Properties such as density and consistency of fresh mixtures, as well as hardened state density, and hardened state compressive, flexural and bond strength will be used to quantify and assess the effect of the recycled materials on cement properties, in order to provide their practical use. The testing was conducted on the composites with local materials and in local laboratory conditions. A special part relates to the use of these materials in Self-Compacting Concrete mixtures, where the extreme attention to the component testing, mix proportioning, and production technology has to be paid.",
publisher = "IRASA – International Research Academy of Science and Art  Belgrade",
journal = "IRASA International Scientific Conference SCIENCE, EDUCATION, TECHNOLOGY AND INNOVATION SETI IV 2022           Book of Proceedings",
title = "Green Concrete and Mortar Made with Recycled  Aggregate – a Step towards Sustainability in Civil Engineering",
pages = "81-62",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2825"
}

Savić, A., Broćeta, G., Jelić, I.,& Aškrabić, M.. (2022). Green Concrete and Mortar Made with Recycled  Aggregate – a Step towards Sustainability in Civil Engineering. in IRASA International Scientific Conference SCIENCE, EDUCATION, TECHNOLOGY AND INNOVATION SETI IV 2022           Book of Proceedings
IRASA – International Research Academy of Science and Art  Belgrade., 62-81.
https://hdl.handle.net/21.15107/rcub_grafar_2825

Savić A, Broćeta G, Jelić I, Aškrabić M. Green Concrete and Mortar Made with Recycled  Aggregate – a Step towards Sustainability in Civil Engineering. in IRASA International Scientific Conference SCIENCE, EDUCATION, TECHNOLOGY AND INNOVATION SETI IV 2022           Book of Proceedings. 2022;:62-81.
https://hdl.handle.net/21.15107/rcub_grafar_2825 .

Savić, Aleksandar, Broćeta, Gordana, Jelić, Ivana, Aškrabić, Marina, "Green Concrete and Mortar Made with Recycled  Aggregate – a Step towards Sustainability in Civil Engineering" in IRASA International Scientific Conference SCIENCE, EDUCATION, TECHNOLOGY AND INNOVATION SETI IV 2022           Book of Proceedings (2022):62-81,
https://hdl.handle.net/21.15107/rcub_grafar_2825 .

TY  - JOUR
AU  - Govedarica, Ognjen
AU  - Aškrabić, Marina
AU  - Hadnađev-Kostić, Milica
AU  - Vulić, Tatjana
AU  - Lekić, Branislava
AU  - Rajaković-Ognjanović, Vladana
AU  - Zakić, Dimitrije
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2697
AB  - Waste and recycled materials have recently been used in the construction industry to comply with the principles of circular economy and sustainable development. The aim of this paper is to examine the potentials of solidified wastewater treatment sludge (SWWTS) as a supplementary cementitious material (SCM) in the production of lightweight pervious concrete pavers (LWPCP) suitable for pedestrian trails and rooftops (green) that comply with EU standards. Detailed characterization of SWWTS was performed, in order to understand its properties related to application as SCM, which led to the conclusion that it may be applied only as a filler, having 89.5% of Ca(OH)2. After thorough characterization, LWPCP samples were prepared and testing of physical and mechanical properties was conducted. The research showed that partial replacement of cement with SWWTS led to the decrease of all mechanical properties, ranging between 3.91 and 5.81 MPa for compressive strength and 0.97 to 1.23 MPa for flexural strength. However, all of the investigated mixtures showed a value higher than 3.5 MPa, which was defined as the lowest compressive strength in the range of pervious concrete properties. The addition of SWWTS led to a slight decrease in bulk density of the mixtures and an increase in water absorption. This could be explained by the reduction in hydration products that would fill in the micropores of the matrix, since SWWTS showed no pozzolanic reactivity. Pore sizes that prevail in the tested binder matrices are in accordance with the results measured on ordinary pervious concrete (the largest fraction of pores had a diameter between 0.02 and 0.2 μm). Low thermal conductivity nominates produced pavers as potential rooftop elements.
PB  - MDPI
T2  - Materials 2022, The Special Issue Industrial Symbiosis and Development of New Materials or Products in Building Sector
T1  - Evaluation of Solidified Wastewater Treatment Sludge as a Potential SCM in Pervious Concrete Pavements
IS  - 14
VL  - 15
DO  - https://doi.org/10.3390/ma15144919
ER  - 

@article{
author = "Govedarica, Ognjen and Aškrabić, Marina and Hadnađev-Kostić, Milica and Vulić, Tatjana and Lekić, Branislava and Rajaković-Ognjanović, Vladana and Zakić, Dimitrije",
year = "2022",
abstract = "Waste and recycled materials have recently been used in the construction industry to comply with the principles of circular economy and sustainable development. The aim of this paper is to examine the potentials of solidified wastewater treatment sludge (SWWTS) as a supplementary cementitious material (SCM) in the production of lightweight pervious concrete pavers (LWPCP) suitable for pedestrian trails and rooftops (green) that comply with EU standards. Detailed characterization of SWWTS was performed, in order to understand its properties related to application as SCM, which led to the conclusion that it may be applied only as a filler, having 89.5% of Ca(OH)2. After thorough characterization, LWPCP samples were prepared and testing of physical and mechanical properties was conducted. The research showed that partial replacement of cement with SWWTS led to the decrease of all mechanical properties, ranging between 3.91 and 5.81 MPa for compressive strength and 0.97 to 1.23 MPa for flexural strength. However, all of the investigated mixtures showed a value higher than 3.5 MPa, which was defined as the lowest compressive strength in the range of pervious concrete properties. The addition of SWWTS led to a slight decrease in bulk density of the mixtures and an increase in water absorption. This could be explained by the reduction in hydration products that would fill in the micropores of the matrix, since SWWTS showed no pozzolanic reactivity. Pore sizes that prevail in the tested binder matrices are in accordance with the results measured on ordinary pervious concrete (the largest fraction of pores had a diameter between 0.02 and 0.2 μm). Low thermal conductivity nominates produced pavers as potential rooftop elements.",
publisher = "MDPI",
journal = "Materials 2022, The Special Issue Industrial Symbiosis and Development of New Materials or Products in Building Sector",
title = "Evaluation of Solidified Wastewater Treatment Sludge as a Potential SCM in Pervious Concrete Pavements",
number = "14",
volume = "15",
doi = "https://doi.org/10.3390/ma15144919"
}

Govedarica, O., Aškrabić, M., Hadnađev-Kostić, M., Vulić, T., Lekić, B., Rajaković-Ognjanović, V.,& Zakić, D.. (2022). Evaluation of Solidified Wastewater Treatment Sludge as a Potential SCM in Pervious Concrete Pavements. in Materials 2022, The Special Issue Industrial Symbiosis and Development of New Materials or Products in Building Sector
MDPI., 15(14).
https://doi.org/https://doi.org/10.3390/ma15144919

Govedarica O, Aškrabić M, Hadnađev-Kostić M, Vulić T, Lekić B, Rajaković-Ognjanović V, Zakić D. Evaluation of Solidified Wastewater Treatment Sludge as a Potential SCM in Pervious Concrete Pavements. in Materials 2022, The Special Issue Industrial Symbiosis and Development of New Materials or Products in Building Sector. 2022;15(14).
doi:https://doi.org/10.3390/ma15144919 .

Govedarica, Ognjen, Aškrabić, Marina, Hadnađev-Kostić, Milica, Vulić, Tatjana, Lekić, Branislava, Rajaković-Ognjanović, Vladana, Zakić, Dimitrije, "Evaluation of Solidified Wastewater Treatment Sludge as a Potential SCM in Pervious Concrete Pavements" in Materials 2022, The Special Issue Industrial Symbiosis and Development of New Materials or Products in Building Sector, 15, no. 14 (2022),
https://doi.org/https://doi.org/10.3390/ma15144919 . .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Radević, Aleksandar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2838
AB  - Building industry presents one of the biggest pollutant producers, with simultaneous use of large quantities of natural materials. For this reason, in scientific cycles, in the last years analysis and testing of the possibilities of applying sustainable development principles during the production
of building materials, have been performed. Special attention has been paid to the application of recycled concrete aggregate, having in mind that its consumption reduces the quantities laid on the waste fields.
Within this paper possibilities of replacing 30% and 45% of natural stone aggregate with recycled concrete aggregate of the same fineness, in the production of asphalt mixtures for the base course has been analyzed. First, results of the standard test of asphalt mixtures were shown, and than
the assessment of the energy savings during the mixture production has been presented.
PB  - Savez mašinskih i elektrotehničk ihinženjera i tehničara Srbije (SMEITS) Društvo za obnovljive izvore električne energije
C3  - Zbornik radova pisanih za 10. Međunarodnu konferenciju o obnovljivim izvorima električne energije
T1  - Održivost i energetska efikasnost u kontekstu primene recikliranog agregata u proizvodnji asfaltnih mešavina
SP  - 105/12
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2838
ER  - 

@conference{
author = "Aškrabić, Marina and Radević, Aleksandar",
year = "2022",
abstract = "Building industry presents one of the biggest pollutant producers, with simultaneous use of large quantities of natural materials. For this reason, in scientific cycles, in the last years analysis and testing of the possibilities of applying sustainable development principles during the production
of building materials, have been performed. Special attention has been paid to the application of recycled concrete aggregate, having in mind that its consumption reduces the quantities laid on the waste fields.
Within this paper possibilities of replacing 30% and 45% of natural stone aggregate with recycled concrete aggregate of the same fineness, in the production of asphalt mixtures for the base course has been analyzed. First, results of the standard test of asphalt mixtures were shown, and than
the assessment of the energy savings during the mixture production has been presented.",
publisher = "Savez mašinskih i elektrotehničk ihinženjera i tehničara Srbije (SMEITS) Društvo za obnovljive izvore električne energije",
journal = "Zbornik radova pisanih za 10. Međunarodnu konferenciju o obnovljivim izvorima električne energije",
title = "Održivost i energetska efikasnost u kontekstu primene recikliranog agregata u proizvodnji asfaltnih mešavina",
pages = "105/12",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2838"
}

Aškrabić, M.,& Radević, A.. (2022). Održivost i energetska efikasnost u kontekstu primene recikliranog agregata u proizvodnji asfaltnih mešavina. in Zbornik radova pisanih za 10. Međunarodnu konferenciju o obnovljivim izvorima električne energije
Savez mašinskih i elektrotehničk ihinženjera i tehničara Srbije (SMEITS) Društvo za obnovljive izvore električne energije., 105/12.
https://hdl.handle.net/21.15107/rcub_grafar_2838

Aškrabić M, Radević A. Održivost i energetska efikasnost u kontekstu primene recikliranog agregata u proizvodnji asfaltnih mešavina. in Zbornik radova pisanih za 10. Međunarodnu konferenciju o obnovljivim izvorima električne energije. 2022;:105/12.
https://hdl.handle.net/21.15107/rcub_grafar_2838 .

Aškrabić, Marina, Radević, Aleksandar, "Održivost i energetska efikasnost u kontekstu primene recikliranog agregata u proizvodnji asfaltnih mešavina" in Zbornik radova pisanih za 10. Međunarodnu konferenciju o obnovljivim izvorima električne energije (2022):105/12,
https://hdl.handle.net/21.15107/rcub_grafar_2838 .

TY  - THES
AU  - Aškrabić, Marina
PY  - 2021-09-02
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=8367
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:24240/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=46603529
UR  - https://nardus.mpn.gov.rs/handle/123456789/18650
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2763
AB  - Током XX века сазнања о своjствима, начинима справљања и могућностима примене кречних малтера су у великоj мери изгубљена. Ипак, током последњих тридесетак година, овиматериjали се користе у санациjама и рестаурациjама историjских обjеката, како због компатибилности са постоjећим материjалима коришћеним за зидање и облагање, тако и збогповољних физичко-механичких своjстава.За потребе ове дисертациjе изабрани су локално доступни компонентни материjали, у циљусправљања малтера компатибилних са кречним малтерима за малтерисање, коришћенимна простору Србиjе до средине XIX века. У свим малтерима испитиваним у склопу експерименталног рада као везиво jе коришћено кречно тесто одлежало 6 месеци и речни песак"дунавац", у две различите фракциjе: крупниjи (0/4 mm) и ситниjи (0/0,5 mm).У првом делу експеримента испитиване су две групе малтера: малтери у коjима jе кречделимично замењен природним зеолитом и малтери у коjима jе речни песак делимично илипотпуно замењен дробљеном опеком. Ове врсте малтера справљане су за два односа кречаи агрегата, 1:3 и 1:1 (запремински), коришћењем два начина неге. На укупно 19 мешавинасу вршена испитивања у свежем и очврслом стању при различитим старостима (пре свегахидрофизичка, микроструктурна и механичка своjства).У другом делу експеримента на одабраним малтерима са додатком зеолита, нанетим наподлогу од природног камена, користећи иновативну методу припреме узорака, извршенасу испитивања траjности (отпорности на деjство мраза и отпорности на деjство растворљивихсоли).Показано jе да оба коришћена додатка, када су малтери неговани у влажноj средини, утичуна повећање чврстоће при притиску, укупне порозности и коефициjента капиларног упиjањаи доводе до промена у микроструктури кречних малтера. Показано jе да jе предложениначин формирања композитних узорака адекватан за извођење испитивања траjности овихматериjала.
AB  - In the course of XX century, the knowledge on the properties, preparation methods andthe possibilities for the application of lime mortars has been lost to a large degree. However, duringthe last three decades these materials have been used in the reparations and restorations of historicalbuildings, both for their compatibility with the existing mortars used for building and rendering, andfor their favorable physico-mechanical properties.Locally available component materials were chosen for the purposes of this dissertation, with theaim of preparing the mortars compatible with lime mortars that were used for rendering on theterritory of Serbia until the first half of XIX century. The lime putty, aged for six months, and riversand “Dunavac” were used as binders in two different fractions: with larger grains (0/4 mm) andwith smaller grains (0-0,5 mm) in all the investigated mortars examined within the experimental partof work.In the first part of the experiment were investigated two groups of mortars: the mortars in which thelime was partially replaced with natural zeolite and the mortars in which the river sand was partiallyor completely replaced with crushed brick. These mortar types were prepared for two lime/aggregateratios, 1:3 and 1:1 (volume), using two types of care. Investigations were performed on 19 mixturesin total, in fresh and hardened states, at different ages (mainly hydrophysical, microstructural andmechanical properties).In the second part of the experiment durability tests (resistance to the effects of frost and solublesalts) were performed. It has been shown that both additions that were used, when the mortarswere cured in the humid environment, affected the strength increase with the pressure increase,total porosity and the coefficient of capilary absorption. Both additions induced changes in the limemortars microstructure. It was concluded that the suggested method of preparation of compositesamples was adequate for performance of investigations of the durability of these materials.
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - Утицај природног зеолита и дробљене опеке на својства кречних малтера намењених за рестаурацију историјских објеката
UR  - https://hdl.handle.net/21.15107/rcub_nardus_18650
ER  - 

@phdthesis{
author = "Aškrabić, Marina",
year = "2021-09-02",
abstract = "Током XX века сазнања о своjствима, начинима справљања и могућностима примене кречних малтера су у великоj мери изгубљена. Ипак, током последњих тридесетак година, овиматериjали се користе у санациjама и рестаурациjама историjских обjеката, како због компатибилности са постоjећим материjалима коришћеним за зидање и облагање, тако и збогповољних физичко-механичких своjстава.За потребе ове дисертациjе изабрани су локално доступни компонентни материjали, у циљусправљања малтера компатибилних са кречним малтерима за малтерисање, коришћенимна простору Србиjе до средине XIX века. У свим малтерима испитиваним у склопу експерименталног рада као везиво jе коришћено кречно тесто одлежало 6 месеци и речни песак"дунавац", у две различите фракциjе: крупниjи (0/4 mm) и ситниjи (0/0,5 mm).У првом делу експеримента испитиване су две групе малтера: малтери у коjима jе кречделимично замењен природним зеолитом и малтери у коjима jе речни песак делимично илипотпуно замењен дробљеном опеком. Ове врсте малтера справљане су за два односа кречаи агрегата, 1:3 и 1:1 (запремински), коришћењем два начина неге. На укупно 19 мешавинасу вршена испитивања у свежем и очврслом стању при различитим старостима (пре свегахидрофизичка, микроструктурна и механичка своjства).У другом делу експеримента на одабраним малтерима са додатком зеолита, нанетим наподлогу од природног камена, користећи иновативну методу припреме узорака, извршенасу испитивања траjности (отпорности на деjство мраза и отпорности на деjство растворљивихсоли).Показано jе да оба коришћена додатка, када су малтери неговани у влажноj средини, утичуна повећање чврстоће при притиску, укупне порозности и коефициjента капиларног упиjањаи доводе до промена у микроструктури кречних малтера. Показано jе да jе предложениначин формирања композитних узорака адекватан за извођење испитивања траjности овихматериjала., In the course of XX century, the knowledge on the properties, preparation methods andthe possibilities for the application of lime mortars has been lost to a large degree. However, duringthe last three decades these materials have been used in the reparations and restorations of historicalbuildings, both for their compatibility with the existing mortars used for building and rendering, andfor their favorable physico-mechanical properties.Locally available component materials were chosen for the purposes of this dissertation, with theaim of preparing the mortars compatible with lime mortars that were used for rendering on theterritory of Serbia until the first half of XIX century. The lime putty, aged for six months, and riversand “Dunavac” were used as binders in two different fractions: with larger grains (0/4 mm) andwith smaller grains (0-0,5 mm) in all the investigated mortars examined within the experimental partof work.In the first part of the experiment were investigated two groups of mortars: the mortars in which thelime was partially replaced with natural zeolite and the mortars in which the river sand was partiallyor completely replaced with crushed brick. These mortar types were prepared for two lime/aggregateratios, 1:3 and 1:1 (volume), using two types of care. Investigations were performed on 19 mixturesin total, in fresh and hardened states, at different ages (mainly hydrophysical, microstructural andmechanical properties).In the second part of the experiment durability tests (resistance to the effects of frost and solublesalts) were performed. It has been shown that both additions that were used, when the mortarswere cured in the humid environment, affected the strength increase with the pressure increase,total porosity and the coefficient of capilary absorption. Both additions induced changes in the limemortars microstructure. It was concluded that the suggested method of preparation of compositesamples was adequate for performance of investigations of the durability of these materials.",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "Утицај природног зеолита и дробљене опеке на својства кречних малтера намењених за рестаурацију историјских објеката",
url = "https://hdl.handle.net/21.15107/rcub_nardus_18650"
}

Aškrabić, M.. (2021-09-02). Утицај природног зеолита и дробљене опеке на својства кречних малтера намењених за рестаурацију историјских објеката. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_18650

Aškrabić M. Утицај природног зеолита и дробљене опеке на својства кречних малтера намењених за рестаурацију историјских објеката. in Универзитет у Београду. 2021;.
https://hdl.handle.net/21.15107/rcub_nardus_18650 .

Aškrabić, Marina, "Утицај природног зеолита и дробљене опеке на својства кречних малтера намењених за рестаурацију историјских објеката" in Универзитет у Београду (2021-09-02),
https://hdl.handle.net/21.15107/rcub_nardus_18650 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Miličić, Ljiljana
AU  - Delić-Nikolić, Ivana
AU  - Ilić, Zorica
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2474
AB  - Salt crystallization of lime-based rendering mortars is one of the most common reasons for their deterioration. Still, testing of the resistance to soluble salt action has not yet been standardized for this type of material. Lime-based renders are usually placed in several layers, each of them having a specific role and composition. Nevertheless, tests used in the literature are commonly performed on standardized prismatic or cylindrical mortar specimens. This paper presents a comparison between damage development on the composite samples, prepared on porous stone substrate with two types of rendering mortars, and standardized prismatic mortar specimens. Samples were prepared with pure putty lime mortars and lime-putty based mortars with the addition of natural zeolite. Two types of composite samples and four types of prismatic samples were used during the test. The testing was conducted at the age of 90 days using two types of salt solutions (NaCl and Na2SO4). Damage development was followed visually during five cycles of wetting and drying. Salt distribution using XRF analysis was measured at the end of the test on composite samples. It was shown that damage development greatly depends both on sample and mortar types.
C3  - Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures
T1  - Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2474
ER  - 

@conference{
author = "Aškrabić, Marina and Zakić, Dimitrije and Savić, Aleksandar R. and Miličić, Ljiljana and Delić-Nikolić, Ivana and Ilić, Zorica",
year = "2021",
abstract = "Salt crystallization of lime-based rendering mortars is one of the most common reasons for their deterioration. Still, testing of the resistance to soluble salt action has not yet been standardized for this type of material. Lime-based renders are usually placed in several layers, each of them having a specific role and composition. Nevertheless, tests used in the literature are commonly performed on standardized prismatic or cylindrical mortar specimens. This paper presents a comparison between damage development on the composite samples, prepared on porous stone substrate with two types of rendering mortars, and standardized prismatic mortar specimens. Samples were prepared with pure putty lime mortars and lime-putty based mortars with the addition of natural zeolite. Two types of composite samples and four types of prismatic samples were used during the test. The testing was conducted at the age of 90 days using two types of salt solutions (NaCl and Na2SO4). Damage development was followed visually during five cycles of wetting and drying. Salt distribution using XRF analysis was measured at the end of the test on composite samples. It was shown that damage development greatly depends both on sample and mortar types.",
journal = "Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures",
title = "Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2474"
}

Aškrabić, M., Zakić, D., Savić, A. R., Miličić, L., Delić-Nikolić, I.,& Ilić, Z.. (2021). Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts. in Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures.
https://hdl.handle.net/21.15107/rcub_grafar_2474

Aškrabić M, Zakić D, Savić AR, Miličić L, Delić-Nikolić I, Ilić Z. Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts. in Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2474 .

Aškrabić, Marina, Zakić, Dimitrije, Savić, Aleksandar R., Miličić, Ljiljana, Delić-Nikolić, Ivana, Ilić, Zorica, "Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts" in Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2474 .

TY  - JOUR
AU  - Aškrabić, Marina
AU  - Vyšvařil, Martin
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Stevanović, Boško
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2222
AB  - The application of locally available component materials (lime putty and zeolitic rock as pozzolanic admixture) in two types of rendering mortars (designed for inner and outer render layer), was assessed through TG/DTA, XRD and MIP analysis and by testing the compressive strength, dynamic modulus of elasticity, water transport behavior and open porosity of mortars cured under two different regimes.Higher levels of lime replacement with fine natural zeolite (40% and 50% by mass), for both render layers,led to 1.5 to 2.5 times higher values of compressive strength when cured in humid conditions. The changes in zeolite content led to different pore size distributions of mortars and influenced their water transport behavior and open porosity. Overall, mortars with 40% and 20% of zeolite addition for the inner and outer layer (by mass), respectively, showed the best agreement of properties, when cured in humid conditions.
PB  - Elsevier
T2  - Construction and Building Materials
T1  - Effects of natural zeolite addition on the properties of lime putty-based rendering mortars
VL  - 270
DO  - 10.1016/j.conbuildmat.2020.121363
ER  - 

@article{
author = "Aškrabić, Marina and Vyšvařil, Martin and Zakić, Dimitrije and Savić, Aleksandar R. and Stevanović, Boško",
year = "2021",
abstract = "The application of locally available component materials (lime putty and zeolitic rock as pozzolanic admixture) in two types of rendering mortars (designed for inner and outer render layer), was assessed through TG/DTA, XRD and MIP analysis and by testing the compressive strength, dynamic modulus of elasticity, water transport behavior and open porosity of mortars cured under two different regimes.Higher levels of lime replacement with fine natural zeolite (40% and 50% by mass), for both render layers,led to 1.5 to 2.5 times higher values of compressive strength when cured in humid conditions. The changes in zeolite content led to different pore size distributions of mortars and influenced their water transport behavior and open porosity. Overall, mortars with 40% and 20% of zeolite addition for the inner and outer layer (by mass), respectively, showed the best agreement of properties, when cured in humid conditions.",
publisher = "Elsevier",
journal = "Construction and Building Materials",
title = "Effects of natural zeolite addition on the properties of lime putty-based rendering mortars",
volume = "270",
doi = "10.1016/j.conbuildmat.2020.121363"
}

Aškrabić, M., Vyšvařil, M., Zakić, D., Savić, A. R.,& Stevanović, B.. (2021). Effects of natural zeolite addition on the properties of lime putty-based rendering mortars. in Construction and Building Materials
Elsevier., 270.
https://doi.org/10.1016/j.conbuildmat.2020.121363

Aškrabić M, Vyšvařil M, Zakić D, Savić AR, Stevanović B. Effects of natural zeolite addition on the properties of lime putty-based rendering mortars. in Construction and Building Materials. 2021;270.
doi:10.1016/j.conbuildmat.2020.121363 .

Aškrabić, Marina, Vyšvařil, Martin, Zakić, Dimitrije, Savić, Aleksandar R., Stevanović, Boško, "Effects of natural zeolite addition on the properties of lime putty-based rendering mortars" in Construction and Building Materials, 270 (2021),
https://doi.org/10.1016/j.conbuildmat.2020.121363 . .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar
AU  - Radević, Aleksandar
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2491
AB  - Lime-based renders were usually placed in several layers, each of them having specific role and composition. In this paper, physical and mechanical properties of lime mortars for the final layer (coating) at the age of 90 and 180 days were presented. Durability aspect of the tested mortars was considered through testing of their behavior in the presence of the soluble salts. Four mortar mixtures were tested (one reference mortar and three mortars with partial replacement of lime with natural zeolite). For all mortars tested it can be seen that there was no improvement in strength between two tested ages. Mortar with 30% of lime replaced with zeolite reached higher value of compressive strength and almost the same value of capillary water coefficient as reference mortar. Vapor permeability grew with the increase of the natural zeolite content. Mortars showed good resistivity to the presence of sodium-chloride and developed cracks and loss of compressive strength when exposed to the solution of sodium-sulfate.
C3  - Zbornik radova iNDis 2021 Međunarodna naučna konferencija
T1  - Physical, mechanical and durability aspects of lime-based coatings with addition of natural zeolite
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2491
ER  - 

@conference{
author = "Aškrabić, Marina and Zakić, Dimitrije and Savić, Aleksandar and Radević, Aleksandar",
year = "2021",
abstract = "Lime-based renders were usually placed in several layers, each of them having specific role and composition. In this paper, physical and mechanical properties of lime mortars for the final layer (coating) at the age of 90 and 180 days were presented. Durability aspect of the tested mortars was considered through testing of their behavior in the presence of the soluble salts. Four mortar mixtures were tested (one reference mortar and three mortars with partial replacement of lime with natural zeolite). For all mortars tested it can be seen that there was no improvement in strength between two tested ages. Mortar with 30% of lime replaced with zeolite reached higher value of compressive strength and almost the same value of capillary water coefficient as reference mortar. Vapor permeability grew with the increase of the natural zeolite content. Mortars showed good resistivity to the presence of sodium-chloride and developed cracks and loss of compressive strength when exposed to the solution of sodium-sulfate.",
journal = "Zbornik radova iNDis 2021 Međunarodna naučna konferencija",
title = "Physical, mechanical and durability aspects of lime-based coatings with addition of natural zeolite",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2491"
}

Aškrabić, M., Zakić, D., Savić, A.,& Radević, A.. (2021). Physical, mechanical and durability aspects of lime-based coatings with addition of natural zeolite. in Zbornik radova iNDis 2021 Međunarodna naučna konferencija.
https://hdl.handle.net/21.15107/rcub_grafar_2491

Aškrabić M, Zakić D, Savić A, Radević A. Physical, mechanical and durability aspects of lime-based coatings with addition of natural zeolite. in Zbornik radova iNDis 2021 Međunarodna naučna konferencija. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2491 .

Aškrabić, Marina, Zakić, Dimitrije, Savić, Aleksandar, Radević, Aleksandar, "Physical, mechanical and durability aspects of lime-based coatings with addition of natural zeolite" in Zbornik radova iNDis 2021 Međunarodna naučna konferencija (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2491 .

TY  - JOUR
AU  - Dragojević, Marko
AU  - Savatović, Siniša
AU  - Jevtić, Dragica Lj.
AU  - Zakić, Dimitrije M.
AU  - Savić, Aleksandar R.
AU  - Radević, Aleksandar
AU  - Aškrabić, Marina
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2245
AB  - Cilj ovog istraživanja je prikupljanje, obrada i statistička analiza rezultata ispitivanja uzoraka betonskih kocki koji su ispitani u Laboratoriji za materijale Građevinskog fakulteta u Beogradu prema standardu SRPS ISO 4012:2000 u periodu od 2012. do 2017. godine. Za potrebe analize, preuzeti su podaci iz Izveštaja o ispitivanju kontrolnih betonskih kocki, prepoznate su i klasifikovane osnovne karakteristike očvrslog betona. Izvršena je statistička analiza datuma betoniranja, starosti uzoraka, sastava betona, zapreminske mase, čvrstoće  pri  pritisku, zahtevane marke betona itd. Statistika je pokazala da su najčešće upotrebljavani cementi sledećih oznaka: CEM II A-M (V-L), CEM II A-M (S-L), CEM II A-S, a da najveće učešće imaju marke betona MB 30 sa 66,8% i MB 40 sa 14,3% udela.
PB  - TEHNIKA – NAŠE GRAĐEVINARSTVO 73
T2  - TEHNIKA – NAŠE GRAĐEVINARSTVO 73
T1  - Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki
EP  - 197
SP  - 191
DO  - 10.5937/tehnika1902191D
ER  - 

@article{
author = "Dragojević, Marko and Savatović, Siniša and Jevtić, Dragica Lj. and Zakić, Dimitrije M. and Savić, Aleksandar R. and Radević, Aleksandar and Aškrabić, Marina",
year = "2019",
abstract = "Cilj ovog istraživanja je prikupljanje, obrada i statistička analiza rezultata ispitivanja uzoraka betonskih kocki koji su ispitani u Laboratoriji za materijale Građevinskog fakulteta u Beogradu prema standardu SRPS ISO 4012:2000 u periodu od 2012. do 2017. godine. Za potrebe analize, preuzeti su podaci iz Izveštaja o ispitivanju kontrolnih betonskih kocki, prepoznate su i klasifikovane osnovne karakteristike očvrslog betona. Izvršena je statistička analiza datuma betoniranja, starosti uzoraka, sastava betona, zapreminske mase, čvrstoće  pri  pritisku, zahtevane marke betona itd. Statistika je pokazala da su najčešće upotrebljavani cementi sledećih oznaka: CEM II A-M (V-L), CEM II A-M (S-L), CEM II A-S, a da najveće učešće imaju marke betona MB 30 sa 66,8% i MB 40 sa 14,3% udela.",
publisher = "TEHNIKA – NAŠE GRAĐEVINARSTVO 73",
journal = "TEHNIKA – NAŠE GRAĐEVINARSTVO 73",
title = "Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki",
pages = "197-191",
doi = "10.5937/tehnika1902191D"
}

Dragojević, M., Savatović, S., Jevtić, D. Lj., Zakić, D. M., Savić, A. R., Radević, A.,& Aškrabić, M.. (2019). Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki. in TEHNIKA – NAŠE GRAĐEVINARSTVO 73
TEHNIKA – NAŠE GRAĐEVINARSTVO 73., 191-197.
https://doi.org/10.5937/tehnika1902191D

Dragojević M, Savatović S, Jevtić DL, Zakić DM, Savić AR, Radević A, Aškrabić M. Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki. in TEHNIKA – NAŠE GRAĐEVINARSTVO 73. 2019;:191-197.
doi:10.5937/tehnika1902191D .

Dragojević, Marko, Savatović, Siniša, Jevtić, Dragica Lj., Zakić, Dimitrije M., Savić, Aleksandar R., Radević, Aleksandar, Aškrabić, Marina, "Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki" in TEHNIKA – NAŠE GRAĐEVINARSTVO 73 (2019):191-197,
https://doi.org/10.5937/tehnika1902191D . .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Stevanović, Boško
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Topličić-Ćurčić, Gordana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2122
AB  - Since lime renders have slow development of strength, especially in conditions of increased humidity, different types of additions were often used trough history, in order to improve their resistance and durability. This paper presents the effects of locally produced fine crushed tile aggregate addition on physical and mechanical properties of lime-based coating, representing final outer layer of traditional renders, both in normal and increased humidity conditions. This aggregate has been used as partial replacement of natural river aggregate, with granulation 0/0,5 mm in amount of 25, 50, 75 and 100% by volume. Flexural and compressive strength, capillary water absorption, ultrasonic pulse velocity, dynamic modulus of elasticity and open porosity were tested on prismatic samples at the ages of 14, 28 and 60 days. Results show the positive effects of crushed ceramic addition at all ages, especially for the samples cured in humid conditions.
PB  - Faculty of Civil Engineering and Architecture, University of Nis, 2019
C3  - V International Symposium for Students of Doctoral Studies in the Fields of Civil Engineering, Architecture and Environmental Protection PhIDAC 2019 - Proceedings
T1  - Effects of fine crushed ceramic waste addition to lime-based coating for restoration of historical buildings
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2122
ER  - 

@conference{
author = "Aškrabić, Marina and Stevanović, Boško and Zakić, Dimitrije and Savić, Aleksandar R. and Topličić-Ćurčić, Gordana",
year = "2019",
abstract = "Since lime renders have slow development of strength, especially in conditions of increased humidity, different types of additions were often used trough history, in order to improve their resistance and durability. This paper presents the effects of locally produced fine crushed tile aggregate addition on physical and mechanical properties of lime-based coating, representing final outer layer of traditional renders, both in normal and increased humidity conditions. This aggregate has been used as partial replacement of natural river aggregate, with granulation 0/0,5 mm in amount of 25, 50, 75 and 100% by volume. Flexural and compressive strength, capillary water absorption, ultrasonic pulse velocity, dynamic modulus of elasticity and open porosity were tested on prismatic samples at the ages of 14, 28 and 60 days. Results show the positive effects of crushed ceramic addition at all ages, especially for the samples cured in humid conditions.",
publisher = "Faculty of Civil Engineering and Architecture, University of Nis, 2019",
journal = "V International Symposium for Students of Doctoral Studies in the Fields of Civil Engineering, Architecture and Environmental Protection PhIDAC 2019 - Proceedings",
title = "Effects of fine crushed ceramic waste addition to lime-based coating for restoration of historical buildings",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2122"
}

Aškrabić, M., Stevanović, B., Zakić, D., Savić, A. R.,& Topličić-Ćurčić, G.. (2019). Effects of fine crushed ceramic waste addition to lime-based coating for restoration of historical buildings. in V International Symposium for Students of Doctoral Studies in the Fields of Civil Engineering, Architecture and Environmental Protection PhIDAC 2019 - Proceedings
Faculty of Civil Engineering and Architecture, University of Nis, 2019..
https://hdl.handle.net/21.15107/rcub_grafar_2122

Aškrabić M, Stevanović B, Zakić D, Savić AR, Topličić-Ćurčić G. Effects of fine crushed ceramic waste addition to lime-based coating for restoration of historical buildings. in V International Symposium for Students of Doctoral Studies in the Fields of Civil Engineering, Architecture and Environmental Protection PhIDAC 2019 - Proceedings. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2122 .

Aškrabić, Marina, Stevanović, Boško, Zakić, Dimitrije, Savić, Aleksandar R., Topličić-Ćurčić, Gordana, "Effects of fine crushed ceramic waste addition to lime-based coating for restoration of historical buildings" in V International Symposium for Students of Doctoral Studies in the Fields of Civil Engineering, Architecture and Environmental Protection PhIDAC 2019 - Proceedings (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2122 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Miličić, Ljiljana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2053
AB  - Renders, as the most exposed elements of historical buildings, have limited durability therefore their periodical inspection and replacements are necessary. Various studies have been made with a purpose to develop renders with improved resistance to environmental conditions, yet compatible with originally used materials (mortars and masonry). Although traditional renders were applied in several layers with different properties, most of the studies are based on only one layer production and testing. Natural zeolites are crystalline hydrated alumnosilicates with a specific three-dimensional framework structure. They have been used as a pozzolanic addition in lime mortars since ancient times. This paper presents the effects of natural zeolite addition on physical and mechanical properties of lime-based historical mortars, representing both base and superficial layer of traditional renders. Only locally available materials were used in the mix design. Capillary water absorption coefficient, water absorption after 48 hours, open porosity, flexural and compressive strength were measured on prismatic samples after 14, 28 and 60 days, and compared with the recommended properties for each render layer. The results demonstrate positive effects of zeolite addition to lime based render layers for restoration of historical buildings.
PB  - RILEM Publications S.A.R.L.
C3  - 5th Historic Mortars Conference
T1  - Effects of natural zeolite addition to lime based render layers for restoration of historical buildings
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2053
ER  - 

@conference{
author = "Aškrabić, Marina and Zakić, Dimitrije and Savić, Aleksandar R. and Miličić, Ljiljana",
year = "2019",
abstract = "Renders, as the most exposed elements of historical buildings, have limited durability therefore their periodical inspection and replacements are necessary. Various studies have been made with a purpose to develop renders with improved resistance to environmental conditions, yet compatible with originally used materials (mortars and masonry). Although traditional renders were applied in several layers with different properties, most of the studies are based on only one layer production and testing. Natural zeolites are crystalline hydrated alumnosilicates with a specific three-dimensional framework structure. They have been used as a pozzolanic addition in lime mortars since ancient times. This paper presents the effects of natural zeolite addition on physical and mechanical properties of lime-based historical mortars, representing both base and superficial layer of traditional renders. Only locally available materials were used in the mix design. Capillary water absorption coefficient, water absorption after 48 hours, open porosity, flexural and compressive strength were measured on prismatic samples after 14, 28 and 60 days, and compared with the recommended properties for each render layer. The results demonstrate positive effects of zeolite addition to lime based render layers for restoration of historical buildings.",
publisher = "RILEM Publications S.A.R.L.",
journal = "5th Historic Mortars Conference",
title = "Effects of natural zeolite addition to lime based render layers for restoration of historical buildings",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2053"
}

Aškrabić, M., Zakić, D., Savić, A. R.,& Miličić, L.. (2019). Effects of natural zeolite addition to lime based render layers for restoration of historical buildings. in 5th Historic Mortars Conference
RILEM Publications S.A.R.L...
https://hdl.handle.net/21.15107/rcub_grafar_2053

Aškrabić M, Zakić D, Savić AR, Miličić L. Effects of natural zeolite addition to lime based render layers for restoration of historical buildings. in 5th Historic Mortars Conference. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2053 .

Aškrabić, Marina, Zakić, Dimitrije, Savić, Aleksandar R., Miličić, Ljiljana, "Effects of natural zeolite addition to lime based render layers for restoration of historical buildings" in 5th Historic Mortars Conference (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2053 .

TY  - CONF
AU  - Savić, Aleksandar R.
AU  - Jelić, Ivana
AU  - Aškrabić, Marina
AU  - Pavlović, Danijela
AU  - Kovačević, Brankica
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2022
AB  - The use of Self-Compacting Concrete, as a concrete that enables placing without compaction equipment, provides a range of benefits for the contemporary civil engineering practice. The ecological aspect, through possibility of using recycled aggregate obtained by grinding C&D waste concrete, is presented in the paper. The results of physical and mechanical experimental investigation of three concrete mixtures are presented. Besides the reference mixture, two more mixtures were made, prepared with recycled concrete aggregate. One mixture contained 50% mass replacement of coarse river aggregate with recycled concrete aggregate, and in the other one the total mass of coarse aggregate consisted of recycled concrete aggregate of the appropriate size. These series were designed using the Two Stage Mixing Approach (TSMA). Fresh mix tests included: measurement of density, slump flow test, V-funnel and L-box tests. Compressive, flexural, splitting and bond (pull-off) strength were determined on the hardened concrete. Tests proved that all the mixtures showed good properties, encouraging the possibility of the recycled concrete aggregate use for production of proper SCC.
PB  - IRASA International Research Academy of Science and Art
C3  - Proceedings of the IRASA International Scientific Conference SETI I 2019
T1  - Investigation of Green Self-Compacting Concrete Made With Recycled Concrete Aggregate
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2022
ER  - 

@conference{
author = "Savić, Aleksandar R. and Jelić, Ivana and Aškrabić, Marina and Pavlović, Danijela and Kovačević, Brankica",
year = "2019",
abstract = "The use of Self-Compacting Concrete, as a concrete that enables placing without compaction equipment, provides a range of benefits for the contemporary civil engineering practice. The ecological aspect, through possibility of using recycled aggregate obtained by grinding C&D waste concrete, is presented in the paper. The results of physical and mechanical experimental investigation of three concrete mixtures are presented. Besides the reference mixture, two more mixtures were made, prepared with recycled concrete aggregate. One mixture contained 50% mass replacement of coarse river aggregate with recycled concrete aggregate, and in the other one the total mass of coarse aggregate consisted of recycled concrete aggregate of the appropriate size. These series were designed using the Two Stage Mixing Approach (TSMA). Fresh mix tests included: measurement of density, slump flow test, V-funnel and L-box tests. Compressive, flexural, splitting and bond (pull-off) strength were determined on the hardened concrete. Tests proved that all the mixtures showed good properties, encouraging the possibility of the recycled concrete aggregate use for production of proper SCC.",
publisher = "IRASA International Research Academy of Science and Art",
journal = "Proceedings of the IRASA International Scientific Conference SETI I 2019",
title = "Investigation of Green Self-Compacting Concrete Made With Recycled Concrete Aggregate",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2022"
}

Savić, A. R., Jelić, I., Aškrabić, M., Pavlović, D.,& Kovačević, B.. (2019). Investigation of Green Self-Compacting Concrete Made With Recycled Concrete Aggregate. in Proceedings of the IRASA International Scientific Conference SETI I 2019
IRASA International Research Academy of Science and Art..
https://hdl.handle.net/21.15107/rcub_grafar_2022

Savić AR, Jelić I, Aškrabić M, Pavlović D, Kovačević B. Investigation of Green Self-Compacting Concrete Made With Recycled Concrete Aggregate. in Proceedings of the IRASA International Scientific Conference SETI I 2019. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2022 .

Savić, Aleksandar R., Jelić, Ivana, Aškrabić, Marina, Pavlović, Danijela, Kovačević, Brankica, "Investigation of Green Self-Compacting Concrete Made With Recycled Concrete Aggregate" in Proceedings of the IRASA International Scientific Conference SETI I 2019 (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2022 .