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  - 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  - Zakić, Dimitrije
AU  - Jevtić, Dragica
AU  - Radević, Aleksandar
AU  - Vidović, Milica
AU  - Mitrović, Stefan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3249
AB  - This paper deals primarily with research and testing of ultra-high performance concrete (UHPC) made with or without the addition of steel fibers. Two stages of research are presented and discussed in detail: first - UHPC based mostly on local component materials and produced in the form of a premix with a commercial name ForteCrete150®, and second – modified UHPC, made with a partial cement substitution by limestone filler, as a more eco-friendly and sustainable solution. The obtained results indicate that there is a great potential for application of ultra-high performance concrete, especially in the form of premix that can be prepared on-site. The addition of limestone filler (and potentially other types of mineral additives) as SCM, could generally contribute to improvement of a negative agenda surrounding the cementitious composites.
C3  - 30th Slovenian Colloquim on Concrete - multi-component fine-grained concretes and mortars, Trzin, 7. 11. 2023
T1  - Research, testing and application potential of steel fiber reinforced ultra-high performance concrete
EP  - 80
SP  - 72
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3249
ER  - 

@conference{
author = "Zakić, Dimitrije and Jevtić, Dragica and Radević, Aleksandar and Vidović, Milica and Mitrović, Stefan",
year = "2023",
abstract = "This paper deals primarily with research and testing of ultra-high performance concrete (UHPC) made with or without the addition of steel fibers. Two stages of research are presented and discussed in detail: first - UHPC based mostly on local component materials and produced in the form of a premix with a commercial name ForteCrete150®, and second – modified UHPC, made with a partial cement substitution by limestone filler, as a more eco-friendly and sustainable solution. The obtained results indicate that there is a great potential for application of ultra-high performance concrete, especially in the form of premix that can be prepared on-site. The addition of limestone filler (and potentially other types of mineral additives) as SCM, could generally contribute to improvement of a negative agenda surrounding the cementitious composites.",
journal = "30th Slovenian Colloquim on Concrete - multi-component fine-grained concretes and mortars, Trzin, 7. 11. 2023",
title = "Research, testing and application potential of steel fiber reinforced ultra-high performance concrete",
pages = "80-72",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3249"
}

Zakić, D., Jevtić, D., Radević, A., Vidović, M.,& Mitrović, S.. (2023). Research, testing and application potential of steel fiber reinforced ultra-high performance concrete. in 30th Slovenian Colloquim on Concrete - multi-component fine-grained concretes and mortars, Trzin, 7. 11. 2023, 72-80.
https://hdl.handle.net/21.15107/rcub_grafar_3249

Zakić D, Jevtić D, Radević A, Vidović M, Mitrović S. Research, testing and application potential of steel fiber reinforced ultra-high performance concrete. in 30th Slovenian Colloquim on Concrete - multi-component fine-grained concretes and mortars, Trzin, 7. 11. 2023. 2023;:72-80.
https://hdl.handle.net/21.15107/rcub_grafar_3249 .

Zakić, Dimitrije, Jevtić, Dragica, Radević, Aleksandar, Vidović, Milica, Mitrović, Stefan, "Research, testing and application potential of steel fiber reinforced ultra-high performance concrete" in 30th Slovenian Colloquim on Concrete - multi-component fine-grained concretes and mortars, Trzin, 7. 11. 2023 (2023):72-80,
https://hdl.handle.net/21.15107/rcub_grafar_3249 .

TY  - CONF
AU  - Carević, Vedran
AU  - Radević, Aleksandar
AU  - Ignjatović, Ivan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3117
AB  - The use of fly ash (FA) for the production of new concrete seems to be a promising solution for “greening” of construction industry. However, re-placement of cement with supplementary cementitious materials such as fly ash influences concrete performance especially in terms of durability. One of major durability problems worldwide is carbonation-induced corrosion, given that a large number of infrastructural objects are exposed to a CO2-rich environment. The objective of this research was to analyse the influence of cement substitution level on accelerated and natural carbonation of concrete. Experimental program considered testing of 10 concrete mixtures selected in two groups – with water to binder ratio of 0,5 (400 kg/m3 of binders) and 0,6 (300 kg/m3 of binders), while in each group the cement substitution ratio was varied from 0% to 50%.  Carbonation depth was measured after 14, 21 and 28 days of exposure to 2% CO2 in carbonation chamber, while the twin samples were exposed to natural carbonation. It was shown that accelerated carbonation depths were similar in both groups for mixtures up to 30% of FA, but they were doubled and tripled for larger replacement levels. Using the previously modified fib carbonation model for service life design, the prediction of natural carbonation was made. A reliability of proposed modification was assessed by comparison between pre-dicted and measured values of natural carbonation after 19 and 34 months of exposure.
PB  - Springer, Cham
C3  - International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures
T1  - Influence of Fly Ash as Cement Substitution on Accelerated and Natural Carbonation of Concrete
EP  - 1152
SP  - 1141
VL  - 44
DO  - 10.1007/978-3-031-33187-9_106
ER  - 

@conference{
author = "Carević, Vedran and Radević, Aleksandar and Ignjatović, Ivan",
year = "2023",
abstract = "The use of fly ash (FA) for the production of new concrete seems to be a promising solution for “greening” of construction industry. However, re-placement of cement with supplementary cementitious materials such as fly ash influences concrete performance especially in terms of durability. One of major durability problems worldwide is carbonation-induced corrosion, given that a large number of infrastructural objects are exposed to a CO2-rich environment. The objective of this research was to analyse the influence of cement substitution level on accelerated and natural carbonation of concrete. Experimental program considered testing of 10 concrete mixtures selected in two groups – with water to binder ratio of 0,5 (400 kg/m3 of binders) and 0,6 (300 kg/m3 of binders), while in each group the cement substitution ratio was varied from 0% to 50%.  Carbonation depth was measured after 14, 21 and 28 days of exposure to 2% CO2 in carbonation chamber, while the twin samples were exposed to natural carbonation. It was shown that accelerated carbonation depths were similar in both groups for mixtures up to 30% of FA, but they were doubled and tripled for larger replacement levels. Using the previously modified fib carbonation model for service life design, the prediction of natural carbonation was made. A reliability of proposed modification was assessed by comparison between pre-dicted and measured values of natural carbonation after 19 and 34 months of exposure.",
publisher = "Springer, Cham",
journal = "International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures",
title = "Influence of Fly Ash as Cement Substitution on Accelerated and Natural Carbonation of Concrete",
pages = "1152-1141",
volume = "44",
doi = "10.1007/978-3-031-33187-9_106"
}

Carević, V., Radević, A.,& Ignjatović, I.. (2023). Influence of Fly Ash as Cement Substitution on Accelerated and Natural Carbonation of Concrete. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures
Springer, Cham., 44, 1141-1152.
https://doi.org/10.1007/978-3-031-33187-9_106

Carević V, Radević A, Ignjatović I. Influence of Fly Ash as Cement Substitution on Accelerated and Natural Carbonation of Concrete. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. 2023;44:1141-1152.
doi:10.1007/978-3-031-33187-9_106 .

Carević, Vedran, Radević, Aleksandar, Ignjatović, Ivan, "Influence of Fly Ash as Cement Substitution on Accelerated and Natural Carbonation of Concrete" in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, 44 (2023):1141-1152,
https://doi.org/10.1007/978-3-031-33187-9_106 . .

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  - 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  - CHAP
AU  - Zakić, Dimitrije
AU  - Milosavljević, Branko
AU  - Radević, Aleksandar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2936
AB  - U radu je dat prikaz metodologije ispitivanja i ocene stanja betonskih konstrukcija koja se koristi u savremenoj građevinskoj praksi. Poseban akcenat stavljen je na postupke ispitivanja kvaliteta ugrađenog betona, u skladu sa važećom Evropskom tehničkom regulativom. Dat je prikaz destruktivnih i nedestruktivnih postupaka ispitivanja koji se najčešće koriste u praksi, kao i principi dobijanja zavisnosti između rezultata indirektnih ispitivanja i čvrstoće betona pri pritisku.
PB  - Univerzitet u Beogradu Građevinski fakultet
T2  - Materijali i konstrukcije u savremenom građevinarstvu: monografija posvećena 85-om rođendanu profesora Mihaila Muravljova, 2022
T1  - Ispitivanje kvaliteta betona  ugrađenog u konstrukciju
EP  - 12
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2936
ER  - 

@inbook{
author = "Zakić, Dimitrije and Milosavljević, Branko and Radević, Aleksandar",
year = "2022",
abstract = "U radu je dat prikaz metodologije ispitivanja i ocene stanja betonskih konstrukcija koja se koristi u savremenoj građevinskoj praksi. Poseban akcenat stavljen je na postupke ispitivanja kvaliteta ugrađenog betona, u skladu sa važećom Evropskom tehničkom regulativom. Dat je prikaz destruktivnih i nedestruktivnih postupaka ispitivanja koji se najčešće koriste u praksi, kao i principi dobijanja zavisnosti između rezultata indirektnih ispitivanja i čvrstoće betona pri pritisku.",
publisher = "Univerzitet u Beogradu Građevinski fakultet",
journal = "Materijali i konstrukcije u savremenom građevinarstvu: monografija posvećena 85-om rođendanu profesora Mihaila Muravljova, 2022",
booktitle = "Ispitivanje kvaliteta betona  ugrađenog u konstrukciju",
pages = "12-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2936"
}

Zakić, D., Milosavljević, B.,& Radević, A.. (2022). Ispitivanje kvaliteta betona  ugrađenog u konstrukciju. in Materijali i konstrukcije u savremenom građevinarstvu: monografija posvećena 85-om rođendanu profesora Mihaila Muravljova, 2022
Univerzitet u Beogradu Građevinski fakultet., 1-12.
https://hdl.handle.net/21.15107/rcub_grafar_2936

Zakić D, Milosavljević B, Radević A. Ispitivanje kvaliteta betona  ugrađenog u konstrukciju. in Materijali i konstrukcije u savremenom građevinarstvu: monografija posvećena 85-om rođendanu profesora Mihaila Muravljova, 2022. 2022;:1-12.
https://hdl.handle.net/21.15107/rcub_grafar_2936 .

Zakić, Dimitrije, Milosavljević, Branko, Radević, Aleksandar, "Ispitivanje kvaliteta betona  ugrađenog u konstrukciju" in Materijali i konstrukcije u savremenom građevinarstvu: monografija posvećena 85-om rođendanu profesora Mihaila Muravljova, 2022 (2022):1-12,
https://hdl.handle.net/21.15107/rcub_grafar_2936 .

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  - 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  - Filipović, Sandra
AU  - Đokić, Olivera
AU  - Radević, Aleksandar
AU  - Zakić, Dimitrije
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2351
AB  - Copper slag, a by-product of the pyrometallurgical process used for obtaining copper from
copper ore in Bor, Serbia, contains mainly silicon, iron, calcium, and aluminium oxides. Due to
such properties, it is disposed of in landfills. Despite the favourable technical properties copper slag aggregates possess, such as low-water absorption (WA24 0.6%), low resistance to fragmentation (LA 10%), and low resistance to wear (MDE 4%), its use in the construction industry is still limited. The results of testing the technical properties of copper slag aggregates (CSAs) as a potential replacement for natural river aggregate (RA) are presented in this paper. The experiments included tests on three concrete mixtures with partial replacement of coarse natural aggregate with copper slag. The replacement of RA particle sizes of 8/16 mm and 16/31.5 mm with CSA in the amount of 20% + 50% and 50% + 50% resulted in an increase in the compressive strength of 12.4% and 10.5%, respectively. The increase of CSA content led to a decrease in water penetration resistance and salt-frost resistance of concrete, whereas the resistance to chloride ion penetration did not change significantly.
PB  - MDPI
T2  - Minerals
T1  - Copper Slag of Pyroxene Composition as a Partial Replacement of Natural Aggregate for Concrete Production
IS  - 5
VL  - 11
DO  - https://doi.org/10.3390/min11050439
ER  - 

@article{
author = "Filipović, Sandra and Đokić, Olivera and Radević, Aleksandar and Zakić, Dimitrije",
year = "2021",
abstract = "Copper slag, a by-product of the pyrometallurgical process used for obtaining copper from
copper ore in Bor, Serbia, contains mainly silicon, iron, calcium, and aluminium oxides. Due to
such properties, it is disposed of in landfills. Despite the favourable technical properties copper slag aggregates possess, such as low-water absorption (WA24 0.6%), low resistance to fragmentation (LA 10%), and low resistance to wear (MDE 4%), its use in the construction industry is still limited. The results of testing the technical properties of copper slag aggregates (CSAs) as a potential replacement for natural river aggregate (RA) are presented in this paper. The experiments included tests on three concrete mixtures with partial replacement of coarse natural aggregate with copper slag. The replacement of RA particle sizes of 8/16 mm and 16/31.5 mm with CSA in the amount of 20% + 50% and 50% + 50% resulted in an increase in the compressive strength of 12.4% and 10.5%, respectively. The increase of CSA content led to a decrease in water penetration resistance and salt-frost resistance of concrete, whereas the resistance to chloride ion penetration did not change significantly.",
publisher = "MDPI",
journal = "Minerals",
title = "Copper Slag of Pyroxene Composition as a Partial Replacement of Natural Aggregate for Concrete Production",
number = "5",
volume = "11",
doi = "https://doi.org/10.3390/min11050439"
}

Filipović, S., Đokić, O., Radević, A.,& Zakić, D.. (2021). Copper Slag of Pyroxene Composition as a Partial Replacement of Natural Aggregate for Concrete Production. in Minerals
MDPI., 11(5).
https://doi.org/https://doi.org/10.3390/min11050439

Filipović S, Đokić O, Radević A, Zakić D. Copper Slag of Pyroxene Composition as a Partial Replacement of Natural Aggregate for Concrete Production. in Minerals. 2021;11(5).
doi:https://doi.org/10.3390/min11050439 .

Filipović, Sandra, Đokić, Olivera, Radević, Aleksandar, Zakić, Dimitrije, "Copper Slag of Pyroxene Composition as a Partial Replacement of Natural Aggregate for Concrete Production" in Minerals, 11, no. 5 (2021),
https://doi.org/https://doi.org/10.3390/min11050439 . .

TY  - JOUR
AU  - Anđelković, Jovan
AU  - Predojević, Vladimir
AU  - Radević, Aleksandar
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2650
AB  - Očvršćavanje betona u uslovima niskih temperatura dovodi do usporavanja procesa
hidratacije cementa. U ekstremnim uslovima može doći do prekidanja hidratacije cementa i
pojave smrzavanja vode u betonu. Sve to može dovesti do kašnjenja radova ili do ozbiljnih
oštećenja betona. Razvojem nauke i tehnologije, danas se ugradnja i adekvatna nega betona
mogu vršiti i na temperaturama znatno nižim od 0ºC, uz zadržavanje kvaliteta betona i brzine
izvođenja radova. Tema ovog rada je primena metode grejnih kablova, koja je veoma zastupljena
u praksi, u zemljama sa hladnom klimom. U radu je dat teorijski osvrt na problem betoniranja
na niskim temperaturama, prikazan je princip rada metode, i detaljno su obrađeni numerički
primeri primene metode za sledeće armirano betonske elemente: ploča, zid i stub.
PB  - Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista
T2  - Izgradnja, Izdavač: Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista
T1  - Primena grejnih kablova u izvođenju betonskih radova pri ekstremno niskim temperaturama sa numeričkim primerima
EP  - 90
SP  - 77
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2650
ER  - 

@article{
author = "Anđelković, Jovan and Predojević, Vladimir and Radević, Aleksandar",
year = "2021",
abstract = "Očvršćavanje betona u uslovima niskih temperatura dovodi do usporavanja procesa
hidratacije cementa. U ekstremnim uslovima može doći do prekidanja hidratacije cementa i
pojave smrzavanja vode u betonu. Sve to može dovesti do kašnjenja radova ili do ozbiljnih
oštećenja betona. Razvojem nauke i tehnologije, danas se ugradnja i adekvatna nega betona
mogu vršiti i na temperaturama znatno nižim od 0ºC, uz zadržavanje kvaliteta betona i brzine
izvođenja radova. Tema ovog rada je primena metode grejnih kablova, koja je veoma zastupljena
u praksi, u zemljama sa hladnom klimom. U radu je dat teorijski osvrt na problem betoniranja
na niskim temperaturama, prikazan je princip rada metode, i detaljno su obrađeni numerički
primeri primene metode za sledeće armirano betonske elemente: ploča, zid i stub.",
publisher = "Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista",
journal = "Izgradnja, Izdavač: Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista",
title = "Primena grejnih kablova u izvođenju betonskih radova pri ekstremno niskim temperaturama sa numeričkim primerima",
pages = "90-77",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2650"
}

Anđelković, J., Predojević, V.,& Radević, A.. (2021). Primena grejnih kablova u izvođenju betonskih radova pri ekstremno niskim temperaturama sa numeričkim primerima. in Izgradnja, Izdavač: Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista
Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista., 77-90.
https://hdl.handle.net/21.15107/rcub_grafar_2650

Anđelković J, Predojević V, Radević A. Primena grejnih kablova u izvođenju betonskih radova pri ekstremno niskim temperaturama sa numeričkim primerima. in Izgradnja, Izdavač: Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista. 2021;:77-90.
https://hdl.handle.net/21.15107/rcub_grafar_2650 .

Anđelković, Jovan, Predojević, Vladimir, Radević, Aleksandar, "Primena grejnih kablova u izvođenju betonskih radova pri ekstremno niskim temperaturama sa numeričkim primerima" in Izgradnja, Izdavač: Udruženje inženjera građevinarstva geotehnike arhitekture i urbanista (2021):77-90,
https://hdl.handle.net/21.15107/rcub_grafar_2650 .

TY  - CONF
AU  - Stanojević, Luka
AU  - Ćirović, Miroslav
AU  - Radević, Aleksandar
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2645
AB  - Predmet ovog istraživanja bila je procena mogućnosti upotrebe struganog asfalta (RAP) u betonima namenjenim za krute kolovozne konstrukcije. Izuzev kontrolne mešavine spravljene sa prirodnim agregatom, eksperimentalna ispitivanja su obuhvatila i ispitivanja četiri betonske mešavine sa delimičnom zamenom prirodnog agregata recikliranim (RAP-om) u količinama od: 25% i 50% (za sitan i krupan agregat 0/22.4 mm); 50% (za sitan agregat 0/4 mm); 50% (za krupan agregat 4/22.4 mm). Sprovedena ispitivanja su pokazala da dodatak RAP-a dovodi do pada čvrstoće pri pritisku u granicama od 27% do 47% i srazmerno niže vrednosti modula elastičnosti i otpornosti na habanje. Dodatak RAP-a nije imao negativan efekat na trajnost betona.
C3  - Simpozijum Društva građevinskih konstruktera Srbije
T1  - Karakteristike betona sa delimičnom zamenom prirodnog agregata struganim asfaltom
EP  - 237
SP  - 228
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2645
ER  - 

@conference{
author = "Stanojević, Luka and Ćirović, Miroslav and Radević, Aleksandar",
year = "2021",
abstract = "Predmet ovog istraživanja bila je procena mogućnosti upotrebe struganog asfalta (RAP) u betonima namenjenim za krute kolovozne konstrukcije. Izuzev kontrolne mešavine spravljene sa prirodnim agregatom, eksperimentalna ispitivanja su obuhvatila i ispitivanja četiri betonske mešavine sa delimičnom zamenom prirodnog agregata recikliranim (RAP-om) u količinama od: 25% i 50% (za sitan i krupan agregat 0/22.4 mm); 50% (za sitan agregat 0/4 mm); 50% (za krupan agregat 4/22.4 mm). Sprovedena ispitivanja su pokazala da dodatak RAP-a dovodi do pada čvrstoće pri pritisku u granicama od 27% do 47% i srazmerno niže vrednosti modula elastičnosti i otpornosti na habanje. Dodatak RAP-a nije imao negativan efekat na trajnost betona.",
journal = "Simpozijum Društva građevinskih konstruktera Srbije",
title = "Karakteristike betona sa delimičnom zamenom prirodnog agregata struganim asfaltom",
pages = "237-228",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2645"
}

Stanojević, L., Ćirović, M.,& Radević, A.. (2021). Karakteristike betona sa delimičnom zamenom prirodnog agregata struganim asfaltom. in Simpozijum Društva građevinskih konstruktera Srbije, 228-237.
https://hdl.handle.net/21.15107/rcub_grafar_2645

Stanojević L, Ćirović M, Radević A. Karakteristike betona sa delimičnom zamenom prirodnog agregata struganim asfaltom. in Simpozijum Društva građevinskih konstruktera Srbije. 2021;:228-237.
https://hdl.handle.net/21.15107/rcub_grafar_2645 .

Stanojević, Luka, Ćirović, Miroslav, Radević, Aleksandar, "Karakteristike betona sa delimičnom zamenom prirodnog agregata struganim asfaltom" in Simpozijum Društva građevinskih konstruktera Srbije (2021):228-237,
https://hdl.handle.net/21.15107/rcub_grafar_2645 .

TY  - CONF
AU  - Carević, Vedran
AU  - Dragaš, Jelena
AU  - Radević, Aleksandar
AU  - Jevtić, Dragica
AU  - Zakić, Dimitrije
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2087
AB  - This research was conducted in order to evaluate the influence of different curing conditions on rheological and mechanical properties of high volume fly ash concrete (HVFAC) in comparison with the ordinary Portland cement concrete (OPC). Four types of concrete were made: two HVFAC and two OPC designed to have the same consistency and 28-day compressive strength for samples cured in water. Also, three different curing regimes were chosen: standard water curing (W), standard laboratory air curing (L) and curing in standard laboratory conditions using curing compound based on the polyolefin emulsion (C). The main objectives were to evaluate the influence of these curing regimes on the compressive strength, flexural tensile strength, modulus of elasticity development over time, water permeability of concrete and concrete shrinkage. The use of curing compound improved previously mentioned properties in some extent compared with the samples cured in standard air conditions.
PB  - University of Banja Luka
C3  - Proceedings of international conference on contemporary theory and practice in construction XIV
T1  - The influence of different curing conditions on hvfac rheological and mechanical properties
EP  - 31
SP  - 20
DO  - 10.7251/STP2014020C
ER  - 

@conference{
author = "Carević, Vedran and Dragaš, Jelena and Radević, Aleksandar and Jevtić, Dragica and Zakić, Dimitrije",
year = "2020",
abstract = "This research was conducted in order to evaluate the influence of different curing conditions on rheological and mechanical properties of high volume fly ash concrete (HVFAC) in comparison with the ordinary Portland cement concrete (OPC). Four types of concrete were made: two HVFAC and two OPC designed to have the same consistency and 28-day compressive strength for samples cured in water. Also, three different curing regimes were chosen: standard water curing (W), standard laboratory air curing (L) and curing in standard laboratory conditions using curing compound based on the polyolefin emulsion (C). The main objectives were to evaluate the influence of these curing regimes on the compressive strength, flexural tensile strength, modulus of elasticity development over time, water permeability of concrete and concrete shrinkage. The use of curing compound improved previously mentioned properties in some extent compared with the samples cured in standard air conditions.",
publisher = "University of Banja Luka",
journal = "Proceedings of international conference on contemporary theory and practice in construction XIV",
title = "The influence of different curing conditions on hvfac rheological and mechanical properties",
pages = "31-20",
doi = "10.7251/STP2014020C"
}

Carević, V., Dragaš, J., Radević, A., Jevtić, D.,& Zakić, D.. (2020). The influence of different curing conditions on hvfac rheological and mechanical properties. in Proceedings of international conference on contemporary theory and practice in construction XIV
University of Banja Luka., 20-31.
https://doi.org/10.7251/STP2014020C

Carević V, Dragaš J, Radević A, Jevtić D, Zakić D. The influence of different curing conditions on hvfac rheological and mechanical properties. in Proceedings of international conference on contemporary theory and practice in construction XIV. 2020;:20-31.
doi:10.7251/STP2014020C .

Carević, Vedran, Dragaš, Jelena, Radević, Aleksandar, Jevtić, Dragica, Zakić, Dimitrije, "The influence of different curing conditions on hvfac rheological and mechanical properties" in Proceedings of international conference on contemporary theory and practice in construction XIV (2020):20-31,
https://doi.org/10.7251/STP2014020C . .

TY  - JOUR
AU  - Đokić, Olivera
AU  - Radević, Aleksandar
AU  - Zakić, Dimitrije
AU  - Đokić, Božidar
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2055
AB  - This study investigates the feasibility of using recycled concrete aggregate (RCA) as a partial substitution of natural aggregate in pavement engineering. Despite RCA’s good properties, such as polishing value and freeze-thaw resistance, its use is limited by low resistance to fragmentation and high-water absorption. This paper parent the experimental results of mineralogical-petrographic and physical-mechanical properties of RCA, natural stone (dolerite) and their combination (RCA content—15%, 30%, 45%, and 60%). The tested granular mixtures showed good resistance to fragmentation and wear (LA 22–27%, MDE 14–15%), as well as satisfactory Polished Stone Value of 55–57, which means they can be used in different layers of pavement structures. According to the obtained testing results, the application of RCA is possible in different flexible and rigid pavement layers and for various traffic loads.
PB  - MDPI
T2  - Minerals
T1  - Potential of Natural and Recycled Concrete Aggregate Mixtures for Use in Pavement Structures
IS  - 744
VL  - 10
DO  - https://doi.org/10.3390/min10090744
ER  - 

@article{
author = "Đokić, Olivera and Radević, Aleksandar and Zakić, Dimitrije and Đokić, Božidar",
year = "2020",
abstract = "This study investigates the feasibility of using recycled concrete aggregate (RCA) as a partial substitution of natural aggregate in pavement engineering. Despite RCA’s good properties, such as polishing value and freeze-thaw resistance, its use is limited by low resistance to fragmentation and high-water absorption. This paper parent the experimental results of mineralogical-petrographic and physical-mechanical properties of RCA, natural stone (dolerite) and their combination (RCA content—15%, 30%, 45%, and 60%). The tested granular mixtures showed good resistance to fragmentation and wear (LA 22–27%, MDE 14–15%), as well as satisfactory Polished Stone Value of 55–57, which means they can be used in different layers of pavement structures. According to the obtained testing results, the application of RCA is possible in different flexible and rigid pavement layers and for various traffic loads.",
publisher = "MDPI",
journal = "Minerals",
title = "Potential of Natural and Recycled Concrete Aggregate Mixtures for Use in Pavement Structures",
number = "744",
volume = "10",
doi = "https://doi.org/10.3390/min10090744"
}

Đokić, O., Radević, A., Zakić, D.,& Đokić, B.. (2020). Potential of Natural and Recycled Concrete Aggregate Mixtures for Use in Pavement Structures. in Minerals
MDPI., 10(744).
https://doi.org/https://doi.org/10.3390/min10090744

Đokić O, Radević A, Zakić D, Đokić B. Potential of Natural and Recycled Concrete Aggregate Mixtures for Use in Pavement Structures. in Minerals. 2020;10(744).
doi:https://doi.org/10.3390/min10090744 .

Đokić, Olivera, Radević, Aleksandar, Zakić, Dimitrije, Đokić, Božidar, "Potential of Natural and Recycled Concrete Aggregate Mixtures for Use in Pavement Structures" in Minerals, 10, no. 744 (2020),
https://doi.org/https://doi.org/10.3390/min10090744 . .

TY  - JOUR
AU  - Radević, Aleksandar
AU  - Isailović, Ivan
AU  - Wistuba, Michael
AU  - Zakić, Dimitrije
AU  - Orešković, Marko
AU  - Mladenović, Goran
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1996
AB  - The need for road (re)construction materials is constantly growing. At the same time, there
is a limited quantity of new, high-quality materials available and a buildup of secondary/recycled
construction materials. One possible solution may be the use of recycled concrete aggregate (RCA) in asphalt mixtures instead of natural aggregate (NA), which also promotes economic and environmental sustainability. The potential use of fine and coarse RCA in road asphalt mixtures is analyzed in this work. Nine asphalt mixtures were tested for base course layers, where RCA was used as a NA substitute. The impact of the quantity of RCA (up to 45% by mass) on the resulting physical and mechanical properties of asphalt mixtures was investigated, and consequently compared with the properties of a reference control mixture produced with NA only. Results reveal that the addition of RCA requires higher bitumen in comparison to the control mixture (up to 1%). Consequently, mixtures with RCA had 15-20% lower stiffness and up to 26% higher critical fatigue strain value (E6). Although RCA mixtures contained more bitumen, their low-temperature resistance was slightly inferior compared with the control mixture (failure temperatures were up to 4.3 C higher). In conclusion, asphalt mixtures with up to 45% RCA can be used without substantially reducing performance.
PB  - MDPI
T2  - Sustainability
T1  - The Impact of Recycled Concrete Aggregate on the Stiffness, Fatigue, and Low-Temperature Performance of Asphalt Mixtures for Road Construction
VL  - 12
DO  - 10.3390/su12103949
ER  - 

@article{
author = "Radević, Aleksandar and Isailović, Ivan and Wistuba, Michael and Zakić, Dimitrije and Orešković, Marko and Mladenović, Goran",
year = "2020",
abstract = "The need for road (re)construction materials is constantly growing. At the same time, there
is a limited quantity of new, high-quality materials available and a buildup of secondary/recycled
construction materials. One possible solution may be the use of recycled concrete aggregate (RCA) in asphalt mixtures instead of natural aggregate (NA), which also promotes economic and environmental sustainability. The potential use of fine and coarse RCA in road asphalt mixtures is analyzed in this work. Nine asphalt mixtures were tested for base course layers, where RCA was used as a NA substitute. The impact of the quantity of RCA (up to 45% by mass) on the resulting physical and mechanical properties of asphalt mixtures was investigated, and consequently compared with the properties of a reference control mixture produced with NA only. Results reveal that the addition of RCA requires higher bitumen in comparison to the control mixture (up to 1%). Consequently, mixtures with RCA had 15-20% lower stiffness and up to 26% higher critical fatigue strain value (E6). Although RCA mixtures contained more bitumen, their low-temperature resistance was slightly inferior compared with the control mixture (failure temperatures were up to 4.3 C higher). In conclusion, asphalt mixtures with up to 45% RCA can be used without substantially reducing performance.",
publisher = "MDPI",
journal = "Sustainability",
title = "The Impact of Recycled Concrete Aggregate on the Stiffness, Fatigue, and Low-Temperature Performance of Asphalt Mixtures for Road Construction",
volume = "12",
doi = "10.3390/su12103949"
}

Radević, A., Isailović, I., Wistuba, M., Zakić, D., Orešković, M.,& Mladenović, G.. (2020). The Impact of Recycled Concrete Aggregate on the Stiffness, Fatigue, and Low-Temperature Performance of Asphalt Mixtures for Road Construction. in Sustainability
MDPI., 12.
https://doi.org/10.3390/su12103949

Radević A, Isailović I, Wistuba M, Zakić D, Orešković M, Mladenović G. The Impact of Recycled Concrete Aggregate on the Stiffness, Fatigue, and Low-Temperature Performance of Asphalt Mixtures for Road Construction. in Sustainability. 2020;12.
doi:10.3390/su12103949 .

Radević, Aleksandar, Isailović, Ivan, Wistuba, Michael, Zakić, Dimitrije, Orešković, Marko, Mladenović, Goran, "The Impact of Recycled Concrete Aggregate on the Stiffness, Fatigue, and Low-Temperature Performance of Asphalt Mixtures for Road Construction" in Sustainability, 12 (2020),
https://doi.org/10.3390/su12103949 . .

TY  - JOUR
AU  - Dragojević, Marko
AU  - Savatović, Siniša
AU  - Jevtić, Dragica
AU  - Zakić, Dimitrije
AU  - Savić, Aleksandar R.
AU  - Radević, Aleksandar
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2632
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
T2  - Tehnika-Naše građevinarstvo
T1  - Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki
EP  - 197
IS  - 73
SP  - 191
VL  - 2
DO  - 10.5937/tehnika1902191D
ER  - 

@article{
author = "Dragojević, Marko and Savatović, Siniša and Jevtić, Dragica and Zakić, Dimitrije and Savić, Aleksandar R. and Radević, Aleksandar",
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",
journal = "Tehnika-Naše građevinarstvo",
title = "Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki",
pages = "197-191",
number = "73",
volume = "2",
doi = "10.5937/tehnika1902191D"
}

Dragojević, M., Savatović, S., Jevtić, D., Zakić, D., Savić, A. R.,& Radević, A.. (2019). Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki. in Tehnika-Naše građevinarstvo
Tehnika., 2(73), 191-197.
https://doi.org/10.5937/tehnika1902191D

Dragojević M, Savatović S, Jevtić D, Zakić D, Savić AR, Radević A. Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki. in Tehnika-Naše građevinarstvo. 2019;2(73):191-197.
doi:10.5937/tehnika1902191D .

Dragojević, Marko, Savatović, Siniša, Jevtić, Dragica, Zakić, Dimitrije, Savić, Aleksandar R., Radević, Aleksandar, "Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki" in Tehnika-Naše građevinarstvo, 2, no. 73 (2019):191-197,
https://doi.org/10.5937/tehnika1902191D . .

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  - Radević, Aleksandar
AU  - Mladenović, Goran
AU  - Jevtić, Dragica
AU  - Zakić, Dimitrije
AU  - Aškrabić, Marina
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2633
AB  - Until recently, coarse recycled concrete aggregate (RCA) has been used for the production of new concrete and soil stabilization, as well as for materials applied in road pavement construction, primarily for unbound base and sub-base layers. This paper presents the results of a study which objective was to assess the possibility of using coarse RCA in asphalt mixtures. 
The experimental research, shown in this paper, included testing of four asphalt mixtures made with coarse RCA (4/22.4 mm) as a partial substitution of natural aggregate, in the amount of 0% (control mixture), 15%, 30% and 45%, by mass. All asphalt mixtures were designed for the base course. 
The optimum bitumen content increased from 3.4%, for control and mixture with 15% RCA, to 3.5% for the mixtures with 30% RCA and 45% RCA. The rutting and fatigue resistance of asphalt mixtures with RCA were higher compared with the control mixture. Proportional rutting depth ranged between 3.9% and 4.8% for mixtures with RCA, while 5% was measured for the referent mixture. Estimated strain values for a lifetime of 106 load cycles increased from 124 με, for control mixture, to 129 με, 145.8 με and 137.4 με measured for mixtures with 15, 30 and 45% of RCA, respectively. Two out of three RCA mixtures had higher indirect tensile strength ratios, varying from +3% and +13.7% relative to the referent mixture. The results obtained by water resistance testing of mixture with 30% RCA were 4.7% lower than for the control mixture.
C3  - RILEM International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) New Generation of Construction Materials
T1  - Influence of coarse recycled concrete aggregate on the durability of asphalt mixtures
VL  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2633
ER  - 

@conference{
author = "Radević, Aleksandar and Mladenović, Goran and Jevtić, Dragica and Zakić, Dimitrije and Aškrabić, Marina",
year = "2019",
abstract = "Until recently, coarse recycled concrete aggregate (RCA) has been used for the production of new concrete and soil stabilization, as well as for materials applied in road pavement construction, primarily for unbound base and sub-base layers. This paper presents the results of a study which objective was to assess the possibility of using coarse RCA in asphalt mixtures. 
The experimental research, shown in this paper, included testing of four asphalt mixtures made with coarse RCA (4/22.4 mm) as a partial substitution of natural aggregate, in the amount of 0% (control mixture), 15%, 30% and 45%, by mass. All asphalt mixtures were designed for the base course. 
The optimum bitumen content increased from 3.4%, for control and mixture with 15% RCA, to 3.5% for the mixtures with 30% RCA and 45% RCA. The rutting and fatigue resistance of asphalt mixtures with RCA were higher compared with the control mixture. Proportional rutting depth ranged between 3.9% and 4.8% for mixtures with RCA, while 5% was measured for the referent mixture. Estimated strain values for a lifetime of 106 load cycles increased from 124 με, for control mixture, to 129 με, 145.8 με and 137.4 με measured for mixtures with 15, 30 and 45% of RCA, respectively. Two out of three RCA mixtures had higher indirect tensile strength ratios, varying from +3% and +13.7% relative to the referent mixture. The results obtained by water resistance testing of mixture with 30% RCA were 4.7% lower than for the control mixture.",
journal = "RILEM International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) New Generation of Construction Materials",
title = "Influence of coarse recycled concrete aggregate on the durability of asphalt mixtures",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2633"
}

Radević, A., Mladenović, G., Jevtić, D., Zakić, D.,& Aškrabić, M.. (2019). Influence of coarse recycled concrete aggregate on the durability of asphalt mixtures. in RILEM International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) New Generation of Construction Materials, 1.
https://hdl.handle.net/21.15107/rcub_grafar_2633

Radević A, Mladenović G, Jevtić D, Zakić D, Aškrabić M. Influence of coarse recycled concrete aggregate on the durability of asphalt mixtures. in RILEM International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) New Generation of Construction Materials. 2019;1.
https://hdl.handle.net/21.15107/rcub_grafar_2633 .

Radević, Aleksandar, Mladenović, Goran, Jevtić, Dragica, Zakić, Dimitrije, Aškrabić, Marina, "Influence of coarse recycled concrete aggregate on the durability of asphalt mixtures" in RILEM International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) New Generation of Construction Materials, 1 (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2633 .

TY  - CONF
AU  - Savić, Aleksandar R.
AU  - Jevtić, Dragica Lj.
AU  - Zakić, Dimitrije
AU  - Radević, Aleksandar
AU  - Aškrabić, Marina
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2121
AB  - This paper presents results of the study conducted on five series of Self-Compacting Concrete (SCC) made with different mineral fillers. Beside the reference series, made with limestone powder as mineral filler, three series were made with 50% of mass replacement of limestone powder with ground recycled concrete, and one made with 50% of mass replacement of limestone powder with fly ash. Slump flow, time t500, density, and temperature were tested on fresh series, while compressive strength and water permeability were tested on hardened concrete. All of the series showed acceptable properties, providing a positive impulse for use of industrial byproducts as mineral fillers for SCC production.
PB  - Department of Civil Engineering and Geodesy - Faculty of Technical Sciences
C3  - 14. međunarodna konferencija "Planiranje, projektovanje, građenje i obnova graditeljstva'' iNDiS 2018, Subconference Eco Build
T1  - The Use of Industrial Byproducts as Fillers in Self-Compacting Concrete
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2121
ER  - 

@conference{
author = "Savić, Aleksandar R. and Jevtić, Dragica Lj. and Zakić, Dimitrije and Radević, Aleksandar and Aškrabić, Marina",
year = "2018",
abstract = "This paper presents results of the study conducted on five series of Self-Compacting Concrete (SCC) made with different mineral fillers. Beside the reference series, made with limestone powder as mineral filler, three series were made with 50% of mass replacement of limestone powder with ground recycled concrete, and one made with 50% of mass replacement of limestone powder with fly ash. Slump flow, time t500, density, and temperature were tested on fresh series, while compressive strength and water permeability were tested on hardened concrete. All of the series showed acceptable properties, providing a positive impulse for use of industrial byproducts as mineral fillers for SCC production.",
publisher = "Department of Civil Engineering and Geodesy - Faculty of Technical Sciences",
journal = "14. međunarodna konferencija "Planiranje, projektovanje, građenje i obnova graditeljstva'' iNDiS 2018, Subconference Eco Build",
title = "The Use of Industrial Byproducts as Fillers in Self-Compacting Concrete",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2121"
}

Savić, A. R., Jevtić, D. Lj., Zakić, D., Radević, A.,& Aškrabić, M.. (2018). The Use of Industrial Byproducts as Fillers in Self-Compacting Concrete. in 14. međunarodna konferencija "Planiranje, projektovanje, građenje i obnova graditeljstva'' iNDiS 2018, Subconference Eco Build
Department of Civil Engineering and Geodesy - Faculty of Technical Sciences..
https://hdl.handle.net/21.15107/rcub_grafar_2121

Savić AR, Jevtić DL, Zakić D, Radević A, Aškrabić M. The Use of Industrial Byproducts as Fillers in Self-Compacting Concrete. in 14. međunarodna konferencija "Planiranje, projektovanje, građenje i obnova graditeljstva'' iNDiS 2018, Subconference Eco Build. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2121 .

Savić, Aleksandar R., Jevtić, Dragica Lj., Zakić, Dimitrije, Radević, Aleksandar, Aškrabić, Marina, "The Use of Industrial Byproducts as Fillers in Self-Compacting Concrete" in 14. međunarodna konferencija "Planiranje, projektovanje, građenje i obnova graditeljstva'' iNDiS 2018, Subconference Eco Build (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2121 .