TY  - CONF
AU  - Vukićević, Mirjana
AU  - Mašović, Snežana
AU  - Hajdin, Rade
AU  - Jocković, Sanja
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Obradović, Nikola
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3348
AB  - One of the key problems that occurs in the management of the maintenance of state transport infrastructure facilities is the lack of systematized and updated information on the condition of the elements of infrastructure facilities such as the condition of embankments, bridges, tunnels, retaining structures etc. Systematized information enables rational, efficient maintenance, timely reactions that will reduce the risk of building failures and increase traffic safety. In addition, such an approach contributes to the optimization of the allocation of budget funds for that purpose and the rational use of available technical resources. Management of the maintenance process of retaining structures requires the formation of a unique (central) database that will record all retaining structures that meet the prescribed criteria for recording and systematically monitor their condition over time. This paper presents the methodology for the formation and development of a database of retaining structures, using examples of good practice.
PB  - Српско друштво за путеве “Via Vita”
C3  - PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.
T1  - Methodology for the formation and development of the database of retaining structures
SP  - 242
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3348
ER  - 

@conference{
author = "Vukićević, Mirjana and Mašović, Snežana and Hajdin, Rade and Jocković, Sanja and Marjanović, Miloš and Pujević, Veljko and Obradović, Nikola",
year = "2023",
abstract = "One of the key problems that occurs in the management of the maintenance of state transport infrastructure facilities is the lack of systematized and updated information on the condition of the elements of infrastructure facilities such as the condition of embankments, bridges, tunnels, retaining structures etc. Systematized information enables rational, efficient maintenance, timely reactions that will reduce the risk of building failures and increase traffic safety. In addition, such an approach contributes to the optimization of the allocation of budget funds for that purpose and the rational use of available technical resources. Management of the maintenance process of retaining structures requires the formation of a unique (central) database that will record all retaining structures that meet the prescribed criteria for recording and systematically monitor their condition over time. This paper presents the methodology for the formation and development of a database of retaining structures, using examples of good practice.",
publisher = "Српско друштво за путеве “Via Vita”",
journal = "PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.",
title = "Methodology for the formation and development of the database of retaining structures",
pages = "242",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3348"
}

Vukićević, M., Mašović, S., Hajdin, R., Jocković, S., Marjanović, M., Pujević, V.,& Obradović, N.. (2023). Methodology for the formation and development of the database of retaining structures. in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.
Српско друштво за путеве “Via Vita”., 242.
https://hdl.handle.net/21.15107/rcub_grafar_3348

Vukićević M, Mašović S, Hajdin R, Jocković S, Marjanović M, Pujević V, Obradović N. Methodology for the formation and development of the database of retaining structures. in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.. 2023;:242.
https://hdl.handle.net/21.15107/rcub_grafar_3348 .

Vukićević, Mirjana, Mašović, Snežana, Hajdin, Rade, Jocković, Sanja, Marjanović, Miloš, Pujević, Veljko, Obradović, Nikola, "Methodology for the formation and development of the database of retaining structures" in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023. (2023):242,
https://hdl.handle.net/21.15107/rcub_grafar_3348 .

TY  - CONF
AU  - Raković, Milena
AU  - Jocković, Sanja
AU  - Pujević, Veljko
AU  - Obradović, Nikola
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3347
AB  - Klimatske promene negativno utiču na životnu sredinu, privredu, zdravlje i bezbednost
ljudi. Sa intenziviranjem klimatskih promena tokom 21. veka ugrožena je i geotehnička
infrastruktura. Poznavanjem trenutnih i budućih klimatskih trendova u Evropi i Srbiji i klimatskih
scenarija može se vršiti analiza i kvantifikacija rizika i odrediti uticaj na geotehničku
infrastrukturu. U takvoj analizi, neizvesnost je neizostavan deo, kao i nepouzdanost/varijabilnost
osnovnih ulaznih promenljivih. Analiza interakcije geotehničke infrastrukture sa atmosferom
podrazumeva modeliranje termo-hidro-mehaničkih procesa koji se odvijaju u tlu i koji su povezani
sa klimatskim i vegetacionim uslovima na površini tla. Termo-hidro-mehaničko sprezanje
predstavlja najnapredniji numerički pristup u analizi uticaja klimatskih promena na infrastrukturne
nasipe.
PB  - Savez građevinskih inženjera Srbije
C3  - Proceedings of International Scientific Forum GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING, Vrnjačka Banja, 01-03. novembar 2023
T1  - Klimatske promene i zemljani nasipi
EP  - 549
SP  - 540
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3347
ER  - 

@conference{
author = "Raković, Milena and Jocković, Sanja and Pujević, Veljko and Obradović, Nikola",
year = "2023",
abstract = "Klimatske promene negativno utiču na životnu sredinu, privredu, zdravlje i bezbednost
ljudi. Sa intenziviranjem klimatskih promena tokom 21. veka ugrožena je i geotehnička
infrastruktura. Poznavanjem trenutnih i budućih klimatskih trendova u Evropi i Srbiji i klimatskih
scenarija može se vršiti analiza i kvantifikacija rizika i odrediti uticaj na geotehničku
infrastrukturu. U takvoj analizi, neizvesnost je neizostavan deo, kao i nepouzdanost/varijabilnost
osnovnih ulaznih promenljivih. Analiza interakcije geotehničke infrastrukture sa atmosferom
podrazumeva modeliranje termo-hidro-mehaničkih procesa koji se odvijaju u tlu i koji su povezani
sa klimatskim i vegetacionim uslovima na površini tla. Termo-hidro-mehaničko sprezanje
predstavlja najnapredniji numerički pristup u analizi uticaja klimatskih promena na infrastrukturne
nasipe.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Proceedings of International Scientific Forum GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING, Vrnjačka Banja, 01-03. novembar 2023",
title = "Klimatske promene i zemljani nasipi",
pages = "549-540",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3347"
}

Raković, M., Jocković, S., Pujević, V.,& Obradović, N.. (2023). Klimatske promene i zemljani nasipi. in Proceedings of International Scientific Forum GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING, Vrnjačka Banja, 01-03. novembar 2023
Savez građevinskih inženjera Srbije., 540-549.
https://hdl.handle.net/21.15107/rcub_grafar_3347

Raković M, Jocković S, Pujević V, Obradović N. Klimatske promene i zemljani nasipi. in Proceedings of International Scientific Forum GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING, Vrnjačka Banja, 01-03. novembar 2023. 2023;:540-549.
https://hdl.handle.net/21.15107/rcub_grafar_3347 .

Raković, Milena, Jocković, Sanja, Pujević, Veljko, Obradović, Nikola, "Klimatske promene i zemljani nasipi" in Proceedings of International Scientific Forum GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING, Vrnjačka Banja, 01-03. novembar 2023 (2023):540-549,
https://hdl.handle.net/21.15107/rcub_grafar_3347 .

TY  - CONF
AU  - Marjanović, Miloš
AU  - Jocković, Sanja
AU  - Pujević, Veljko
AU  - Vukićević, Mirjana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2895
AB  - Veliki infrastrukturni projekti zahtevaju upotrebu velike količine prirodnih materijala. U cilju
očuvanja prirodnih materijala, smanjenja prostora za deponovanje otpada i održivog razvoja, u
ovom radu su prikazani rezultati laboratorijskih ispitivanja pepela iz toplane u Kragujevcu za
primenu u putogradnji. Izvršeni su sledeći laboratorijski opiti za određivanje fizičkih i
mehaničkih svojstava pepela: specifična težina, granulometrijski sastav, parametri zbijenosti,
pritisna čvrstoća (UCS), opit direktnog smicanja, CBR, edometarski opit. Diskutovana su
svojstva pepela sa aspekta primene u putogradnji.
C3  - 16. Конгрес друштва грађевинских конструктера Србије
T1  - Могућности примене пепела из топлана у путоградњи
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2895
ER  - 

@conference{
author = "Marjanović, Miloš and Jocković, Sanja and Pujević, Veljko and Vukićević, Mirjana",
year = "2022",
abstract = "Veliki infrastrukturni projekti zahtevaju upotrebu velike količine prirodnih materijala. U cilju
očuvanja prirodnih materijala, smanjenja prostora za deponovanje otpada i održivog razvoja, u
ovom radu su prikazani rezultati laboratorijskih ispitivanja pepela iz toplane u Kragujevcu za
primenu u putogradnji. Izvršeni su sledeći laboratorijski opiti za određivanje fizičkih i
mehaničkih svojstava pepela: specifična težina, granulometrijski sastav, parametri zbijenosti,
pritisna čvrstoća (UCS), opit direktnog smicanja, CBR, edometarski opit. Diskutovana su
svojstva pepela sa aspekta primene u putogradnji.",
journal = "16. Конгрес друштва грађевинских конструктера Србије",
title = "Могућности примене пепела из топлана у путоградњи",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2895"
}

Marjanović, M., Jocković, S., Pujević, V.,& Vukićević, M.. (2022). Могућности примене пепела из топлана у путоградњи. in 16. Конгрес друштва грађевинских конструктера Србије.
https://hdl.handle.net/21.15107/rcub_grafar_2895

Marjanović M, Jocković S, Pujević V, Vukićević M. Могућности примене пепела из топлана у путоградњи. in 16. Конгрес друштва грађевинских конструктера Србије. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2895 .

Marjanović, Miloš, Jocković, Sanja, Pujević, Veljko, Vukićević, Mirjana, "Могућности примене пепела из топлана у путоградњи" in 16. Конгрес друштва грађевинских конструктера Србије (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2895 .

TY  - BOOK
AU  - Vukićević, Mirjana
AU  - Jocković, Sanja
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2888
AB  - У раду је приказан преглед литературе о могућностима употребе пепела и шљаке за изградњу саобраћајне инфраструктуре, с обзиром да велики инфраструктурни пројекти захтевају значајну употребу природних материјала. Затим је дат преглед резултата лабораторијског испитивања пепела и шљаке из термоелектрана у Србији за стабилизацију слабо носивог тла и као материјала за изградњу насипа. Испитивана су инжењерска својства летећег пепела и мешавине пепела и шљаке са и без активатора (цемента и креча). Резултати указују на позитивне ефекте стабилизације тла, у смислу повећања чврстоће и смањења експанзивности. Такође, летећи пепео и мешавине пепела и шљаке имају добре механичке карактеристике, што их у комбинацији са више других предности (мања потрошња енергије и емисија CО2, уштеда природних материјала и мања подручја депонија), чини погодним материјалима за израду насипа саобраћајнице.
T2  - Monografija: Materijali i konstrukcije u savremenom građevinarstvu
T1  - Mogućnost primene pepela iz TE u Srbiji kao građevinskog materijala u izgradnji saobraćajne infrastrukture
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2888
ER  - 

@book{
author = "Vukićević, Mirjana and Jocković, Sanja and Marjanović, Miloš and Pujević, Veljko",
year = "2022",
abstract = "У раду је приказан преглед литературе о могућностима употребе пепела и шљаке за изградњу саобраћајне инфраструктуре, с обзиром да велики инфраструктурни пројекти захтевају значајну употребу природних материјала. Затим је дат преглед резултата лабораторијског испитивања пепела и шљаке из термоелектрана у Србији за стабилизацију слабо носивог тла и као материјала за изградњу насипа. Испитивана су инжењерска својства летећег пепела и мешавине пепела и шљаке са и без активатора (цемента и креча). Резултати указују на позитивне ефекте стабилизације тла, у смислу повећања чврстоће и смањења експанзивности. Такође, летећи пепео и мешавине пепела и шљаке имају добре механичке карактеристике, што их у комбинацији са више других предности (мања потрошња енергије и емисија CО2, уштеда природних материјала и мања подручја депонија), чини погодним материјалима за израду насипа саобраћајнице.",
journal = "Monografija: Materijali i konstrukcije u savremenom građevinarstvu",
title = "Mogućnost primene pepela iz TE u Srbiji kao građevinskog materijala u izgradnji saobraćajne infrastrukture",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2888"
}

Vukićević, M., Jocković, S., Marjanović, M.,& Pujević, V.. (2022). Mogućnost primene pepela iz TE u Srbiji kao građevinskog materijala u izgradnji saobraćajne infrastrukture. in Monografija: Materijali i konstrukcije u savremenom građevinarstvu.
https://hdl.handle.net/21.15107/rcub_grafar_2888

Vukićević M, Jocković S, Marjanović M, Pujević V. Mogućnost primene pepela iz TE u Srbiji kao građevinskog materijala u izgradnji saobraćajne infrastrukture. in Monografija: Materijali i konstrukcije u savremenom građevinarstvu. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2888 .

Vukićević, Mirjana, Jocković, Sanja, Marjanović, Miloš, Pujević, Veljko, "Mogućnost primene pepela iz TE u Srbiji kao građevinskog materijala u izgradnji saobraćajne infrastrukture" in Monografija: Materijali i konstrukcije u savremenom građevinarstvu (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2888 .

TY  - CONF
AU  - Obradović, Nikola
AU  - Pujević, Veljko
AU  - Vukićević, Mirjana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2805
AB  - U radu je dat prikaz sanacionog rešenja temeljne konstrukcije jednog stambenog objekta
u Zemunu. Do oštećenja objekta došlo je usled neravnomernog sleganja temeljnog tla lesoidnog
porekla kao posledica havarije na vodovodnoj infrastrukturi. Sleganjem tla je bilo obuhvaćeno
nekoliko objekata koji su pretrpeli znatna oštećenja. U radu je dat detaljan prikaz usvojene
sanacione mere za objekat u Dobanovačkoj ulici broj 34d , koja se bazirala na primeni "Mega"
šipova.
C3  - Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022.
T1  - Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova
EP  - 330
SP  - 323
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2805
ER  - 

@conference{
author = "Obradović, Nikola and Pujević, Veljko and Vukićević, Mirjana",
year = "2022",
abstract = "U radu je dat prikaz sanacionog rešenja temeljne konstrukcije jednog stambenog objekta
u Zemunu. Do oštećenja objekta došlo je usled neravnomernog sleganja temeljnog tla lesoidnog
porekla kao posledica havarije na vodovodnoj infrastrukturi. Sleganjem tla je bilo obuhvaćeno
nekoliko objekata koji su pretrpeli znatna oštećenja. U radu je dat detaljan prikaz usvojene
sanacione mere za objekat u Dobanovačkoj ulici broj 34d , koja se bazirala na primeni "Mega"
šipova.",
journal = "Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022.",
title = "Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova",
pages = "330-323",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2805"
}

Obradović, N., Pujević, V.,& Vukićević, M.. (2022). Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova. in Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022., 323-330.
https://hdl.handle.net/21.15107/rcub_grafar_2805

Obradović N, Pujević V, Vukićević M. Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova. in Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022.. 2022;:323-330.
https://hdl.handle.net/21.15107/rcub_grafar_2805 .

Obradović, Nikola, Pujević, Veljko, Vukićević, Mirjana, "Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova" in Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022. (2022):323-330,
https://hdl.handle.net/21.15107/rcub_grafar_2805 .

TY  - CONF
AU  - Obradović, Nikola
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Vukićević, Mirjana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2440
AB  - U radu je prikazan kratak pregled odredbi Evrokoda 7 za proračun
aksijalne nosivosti šipova. Date su smernice i preporuke za proračun aksijalne
nosivosti utisnutih MEGA šipova u skladu sa izabranim proračunskim
pristupom prema nacionalnom prilogu za Evrokod 7 (Deo 1) u Srbiji i
specifičnostima tehnologije izvođenja. Prikazana je uporedna analiza proračuna
prognozne nosivosti MEGA šipova prema Evrokodu 7 i ranijem Pravilniku o
tehničkim normativima za temeljenje građevinskih objekata, zasnovanom na
teoriji dopuštenih napona, na primeru sanacije temelja stambene zgrade u
Zemunu. Dobijeni rezultati potvrđuju adekvatnost izabranog proračunskog
pristupa u nacionalnom prilogu i predloženih smernica za proračun nosivosti
MEGA šipova.
AB  - Short review of provisions of Eurocode 7 for determination of pile axial bearing
capacity is given in this paper. Design guidelines and recommendations for determination
of bearing capacity of jacked-in MEGA piles, according to pile installation
technology and chosen design approach in National Annex for Eurocode 7 (Part 1) in
Serbia are presented. A validation of proposed guidelines through comparison with previous
concept of allowable pile force is presented on the example of the rehabilitation of
the foundations of a residential building in Zemun, Serbia. Obtained results confirm the
adequacy of chosen design approach and proposed guidelines for determination of bearing
capacity of MEGA piles.
C3  - Conference proceedings international conference (2021): Contemporary achievements in civil engineering
T1  - Determination of axial bearing capacity of MEGA piles according to eurocode 7
EP  - 191
SP  - 185
DO  - 10.14415/konferencijaGFS2021.16
ER  - 

@conference{
author = "Obradović, Nikola and Marjanović, Miloš and Pujević, Veljko and Vukićević, Mirjana",
year = "2021",
abstract = "U radu je prikazan kratak pregled odredbi Evrokoda 7 za proračun
aksijalne nosivosti šipova. Date su smernice i preporuke za proračun aksijalne
nosivosti utisnutih MEGA šipova u skladu sa izabranim proračunskim
pristupom prema nacionalnom prilogu za Evrokod 7 (Deo 1) u Srbiji i
specifičnostima tehnologije izvođenja. Prikazana je uporedna analiza proračuna
prognozne nosivosti MEGA šipova prema Evrokodu 7 i ranijem Pravilniku o
tehničkim normativima za temeljenje građevinskih objekata, zasnovanom na
teoriji dopuštenih napona, na primeru sanacije temelja stambene zgrade u
Zemunu. Dobijeni rezultati potvrđuju adekvatnost izabranog proračunskog
pristupa u nacionalnom prilogu i predloženih smernica za proračun nosivosti
MEGA šipova., Short review of provisions of Eurocode 7 for determination of pile axial bearing
capacity is given in this paper. Design guidelines and recommendations for determination
of bearing capacity of jacked-in MEGA piles, according to pile installation
technology and chosen design approach in National Annex for Eurocode 7 (Part 1) in
Serbia are presented. A validation of proposed guidelines through comparison with previous
concept of allowable pile force is presented on the example of the rehabilitation of
the foundations of a residential building in Zemun, Serbia. Obtained results confirm the
adequacy of chosen design approach and proposed guidelines for determination of bearing
capacity of MEGA piles.",
journal = "Conference proceedings international conference (2021): Contemporary achievements in civil engineering",
title = "Determination of axial bearing capacity of MEGA piles according to eurocode 7",
pages = "191-185",
doi = "10.14415/konferencijaGFS2021.16"
}

Obradović, N., Marjanović, M., Pujević, V.,& Vukićević, M.. (2021). Determination of axial bearing capacity of MEGA piles according to eurocode 7. in Conference proceedings international conference (2021): Contemporary achievements in civil engineering, 185-191.
https://doi.org/10.14415/konferencijaGFS2021.16

Obradović N, Marjanović M, Pujević V, Vukićević M. Determination of axial bearing capacity of MEGA piles according to eurocode 7. in Conference proceedings international conference (2021): Contemporary achievements in civil engineering. 2021;:185-191.
doi:10.14415/konferencijaGFS2021.16 .

Obradović, Nikola, Marjanović, Miloš, Pujević, Veljko, Vukićević, Mirjana, "Determination of axial bearing capacity of MEGA piles according to eurocode 7" in Conference proceedings international conference (2021): Contemporary achievements in civil engineering (2021):185-191,
https://doi.org/10.14415/konferencijaGFS2021.16 . .

TY  - THES
AU  - Pujević, Veljko
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2548
AB  - The soil-vegetation-atmosphere interaction is a dynamic process, which governs the continuous
change of soil hydrological conditions. These changes directly affect the seasonal and long-term
performance of infrastructure cut and embankment slopes. It has been established that the combined
effect of vegetation and precipitation induces seasonal cycles of shrinkage and swelling, which give rise to serviceability issues and consequential high maintenance costs.
Numerous researchers attempted to incorporate the effect of the soil-vegetation-atmosphere system interaction in the analysis of boundary value problems. The goal was to improve the understanding of the effects of this complex interaction on the hydro-mechanical response of infrastructure embankments. However, the proposed approaches were unable to quantitatively reproduce the observed hydraulic behaviour. 
Within the framework of the present thesis, a different approach is proposed. It is based on the fully coupled flow-deformation analysis, combined with unsaturated soil mechanics theory and
sophisticated climatic boundary conditions, implemented within the ICFEP numerical code. Two
types of unsaturated constitutive models were applied, elasto-plastic unsaturated Mohr-Coulomb type model and advanced BBM model. The instrumented railway embankment located in the UK,
suffering from poor track ride quality related to the presence of vegetation on the slopes, is used for validation purposes. The comparative analysis suggests that proposed models are plausible
representative of reality.
Subsequently, a comprehensive parametric analysis is conducted. The results indicate that
unsaturated hydraulic properties of clay fill represent the key factors governing the embankment
response to seasonal wetting-drying patterns.
T1  - Numerical modeling of the vegetation and atmosphere effect on the behaviour of civil infrastructure embankments
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2548
ER  - 

@phdthesis{
author = "Pujević, Veljko",
year = "2021",
abstract = "The soil-vegetation-atmosphere interaction is a dynamic process, which governs the continuous
change of soil hydrological conditions. These changes directly affect the seasonal and long-term
performance of infrastructure cut and embankment slopes. It has been established that the combined
effect of vegetation and precipitation induces seasonal cycles of shrinkage and swelling, which give rise to serviceability issues and consequential high maintenance costs.
Numerous researchers attempted to incorporate the effect of the soil-vegetation-atmosphere system interaction in the analysis of boundary value problems. The goal was to improve the understanding of the effects of this complex interaction on the hydro-mechanical response of infrastructure embankments. However, the proposed approaches were unable to quantitatively reproduce the observed hydraulic behaviour. 
Within the framework of the present thesis, a different approach is proposed. It is based on the fully coupled flow-deformation analysis, combined with unsaturated soil mechanics theory and
sophisticated climatic boundary conditions, implemented within the ICFEP numerical code. Two
types of unsaturated constitutive models were applied, elasto-plastic unsaturated Mohr-Coulomb type model and advanced BBM model. The instrumented railway embankment located in the UK,
suffering from poor track ride quality related to the presence of vegetation on the slopes, is used for validation purposes. The comparative analysis suggests that proposed models are plausible
representative of reality.
Subsequently, a comprehensive parametric analysis is conducted. The results indicate that
unsaturated hydraulic properties of clay fill represent the key factors governing the embankment
response to seasonal wetting-drying patterns.",
title = "Numerical modeling of the vegetation and atmosphere effect on the behaviour of civil infrastructure embankments",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2548"
}

Pujević, V.. (2021). Numerical modeling of the vegetation and atmosphere effect on the behaviour of civil infrastructure embankments. .
https://hdl.handle.net/21.15107/rcub_grafar_2548

Pujević V. Numerical modeling of the vegetation and atmosphere effect on the behaviour of civil infrastructure embankments. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2548 .

Pujević, Veljko, "Numerical modeling of the vegetation and atmosphere effect on the behaviour of civil infrastructure embankments" (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2548 .

TY  - CONF
AU  - Pujević, Veljko
AU  - Obradović, Nikola
AU  - Mitrović, Stefan M.
AU  - Vukićević, Mirjana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2547
AB  - The process of preparation and parallel revisions of draft versions of the second-generation
of Eurocodes is largely underway. The formal voting of new versions is scheduled for mid-
2024, which means that the first applications could begin immediately after the set-up of
National Annexes, which is expected to happen around 2025-2026. For that reason, the
authors which are
otherwise, regular and active members of the commission U182 of the Serbian National
Standardisation Body in the field of geotechnics, decided to, through this review paper,
briefly present to the engineering community the novelties and changes brought by the
second-generation of Eurocode 7.
PB  - Savez građevinskih inženjera Srbije
C3  - Proceedings of the International Conference "Earthquake Engineering and Geotechnics in Civil Engineering
T1  - Towards the second generation of Eurocode 7
SP  - 565
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2547
ER  - 

@conference{
author = "Pujević, Veljko and Obradović, Nikola and Mitrović, Stefan M. and Vukićević, Mirjana",
year = "2021",
abstract = "The process of preparation and parallel revisions of draft versions of the second-generation
of Eurocodes is largely underway. The formal voting of new versions is scheduled for mid-
2024, which means that the first applications could begin immediately after the set-up of
National Annexes, which is expected to happen around 2025-2026. For that reason, the
authors which are
otherwise, regular and active members of the commission U182 of the Serbian National
Standardisation Body in the field of geotechnics, decided to, through this review paper,
briefly present to the engineering community the novelties and changes brought by the
second-generation of Eurocode 7.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Proceedings of the International Conference "Earthquake Engineering and Geotechnics in Civil Engineering",
title = "Towards the second generation of Eurocode 7",
pages = "565",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2547"
}

Pujević, V., Obradović, N., Mitrović, S. M.,& Vukićević, M.. (2021). Towards the second generation of Eurocode 7. in Proceedings of the International Conference "Earthquake Engineering and Geotechnics in Civil Engineering
Savez građevinskih inženjera Srbije., 565.
https://hdl.handle.net/21.15107/rcub_grafar_2547

Pujević V, Obradović N, Mitrović SM, Vukićević M. Towards the second generation of Eurocode 7. in Proceedings of the International Conference "Earthquake Engineering and Geotechnics in Civil Engineering. 2021;:565.
https://hdl.handle.net/21.15107/rcub_grafar_2547 .

Pujević, Veljko, Obradović, Nikola, Mitrović, Stefan M., Vukićević, Mirjana, "Towards the second generation of Eurocode 7" in Proceedings of the International Conference "Earthquake Engineering and Geotechnics in Civil Engineering (2021):565,
https://hdl.handle.net/21.15107/rcub_grafar_2547 .

Jocković, S., Vukićević, M., Marjanović, M., Pujević, V., Mašović, S., Obradović, N.,& Hajdin, R.. (2020). Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama. in .
https://hdl.handle.net/21.15107/rcub_grafar_2891

Jocković S, Vukićević M, Marjanović M, Pujević V, Mašović S, Obradović N, Hajdin R. Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama. in . 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2891 .

Jocković, Sanja, Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Mašović, Snežana, Obradović, Nikola, Hajdin, Rade, "Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama" in  (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2891 .

TY  - JOUR
AU  - Vukićević, Mirjana
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Jocković, Sanja
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1763
AB  - Major infrastructure projects require significant amount of natural materials, often followed by the soft soil stabilization using hydraulic binders. This paper presents the results of a laboratory study of alternative waste materials (fly ash and slag) that can be used for earthworks. Results of high plasticity clay stabilization using fly ash from Serbian power plants are presented in the first part. In the second part of the paper, engineering properties of ash and ash-slag mixtures are discussed with the emphasis on the application in road subgrade and embankment construction. Physical and mechanical properties were determined via following laboratory tests: Specific gravity, grain size distribution, the moisture–density relationship (Proctor compaction test), unconfined compressive strength (UCS), oedometer and swell tests, direct shear and the California bearing ratio (CBR). The results indicate the positive effects of the clay stabilization using fly ash, in terms of increasing strength and stiffness and reducing expansivity. Fly ashes and ash-slag mixtures have also comparable mechanical properties with sands, which in combination with multiple other benefits (lower energy consumption and CO2 emission, saving of natural materials and smaller waste landfill areas), make them suitable fill materials for embankments, especially considering the necessity for sustainable development.
PB  - MDPI
T2  - Materials
T1  - The alternatives to traditional materials for subsoil stabilization and embankments
IS  - 18
SP  - 3018
VL  - 12
DO  - 10.3390/ma12183018
ER  - 

@article{
author = "Vukićević, Mirjana and Marjanović, Miloš and Pujević, Veljko and Jocković, Sanja",
year = "2019",
abstract = "Major infrastructure projects require significant amount of natural materials, often followed by the soft soil stabilization using hydraulic binders. This paper presents the results of a laboratory study of alternative waste materials (fly ash and slag) that can be used for earthworks. Results of high plasticity clay stabilization using fly ash from Serbian power plants are presented in the first part. In the second part of the paper, engineering properties of ash and ash-slag mixtures are discussed with the emphasis on the application in road subgrade and embankment construction. Physical and mechanical properties were determined via following laboratory tests: Specific gravity, grain size distribution, the moisture–density relationship (Proctor compaction test), unconfined compressive strength (UCS), oedometer and swell tests, direct shear and the California bearing ratio (CBR). The results indicate the positive effects of the clay stabilization using fly ash, in terms of increasing strength and stiffness and reducing expansivity. Fly ashes and ash-slag mixtures have also comparable mechanical properties with sands, which in combination with multiple other benefits (lower energy consumption and CO2 emission, saving of natural materials and smaller waste landfill areas), make them suitable fill materials for embankments, especially considering the necessity for sustainable development.",
publisher = "MDPI",
journal = "Materials",
title = "The alternatives to traditional materials for subsoil stabilization and embankments",
number = "18",
pages = "3018",
volume = "12",
doi = "10.3390/ma12183018"
}

Vukićević, M., Marjanović, M., Pujević, V.,& Jocković, S.. (2019). The alternatives to traditional materials for subsoil stabilization and embankments. in Materials
MDPI., 12(18), 3018.
https://doi.org/10.3390/ma12183018

Vukićević M, Marjanović M, Pujević V, Jocković S. The alternatives to traditional materials for subsoil stabilization and embankments. in Materials. 2019;12(18):3018.
doi:10.3390/ma12183018 .

Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Jocković, Sanja, "The alternatives to traditional materials for subsoil stabilization and embankments" in Materials, 12, no. 18 (2019):3018,
https://doi.org/10.3390/ma12183018 . .

TY  - CONF
AU  - Obradović, Nikola
AU  - Pujević, Veljko
AU  - Vukićević, Mirjana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2441
AB  - Standard SRPS EN 1997-1 je krajem 2018. godine preveden i usvojen, dok je izrada nacionalnih priloga u završnoj fazi. S tim u vezi kao i zbog brojnih nedoumica stručne javnosti u vezi sa primenom EN 1997-1, autori su u ovom radu dali pojašnjenja procesa projektovanja aksijalno pritisnutih šipova prema EN7. Razlike između domaćeg pravilnika i EN7 ilustrovane su kroz numerički primer, čiji je primarni cilj uporedna analiza dužina šipova prema tradicionalnom postupku(globalni faktor sigurnosti) i prema EN7 (parcijalni faktori). Sprovedene analize potvrdile su podobnost preporučene vrednosti modelskog faktora γM date u nacrtu nacionalnog priloga.
AB  - The standard SRPS EN 1997-1 was translated and adopted at the end of 2018, while the development of national annexes is in the final stage. In this regard, and due to concerns of engineering community about the application of EN 1997-1, the authors of this paper have provided clarification of the design process of axially loaded compression piles according EN7. The differences between the national code of practice and EN7 are illustrated through a design example, which aimed to compare pile lengths obtained applying the traditional procedure (global security factor) and to EN7 (partial factors). The performed analyses confirmed the suitability of the recommended value of the model factor γM provided in the draft national annex.
C3  - Conference proceedings of eight international conference Geotechnics in civil engineering
T1  - A comparative analysis of pile design using eurocode 7 and national code of practice
EP  - 86
SP  - 79
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2441
ER  - 

@conference{
author = "Obradović, Nikola and Pujević, Veljko and Vukićević, Mirjana",
year = "2019",
abstract = "Standard SRPS EN 1997-1 je krajem 2018. godine preveden i usvojen, dok je izrada nacionalnih priloga u završnoj fazi. S tim u vezi kao i zbog brojnih nedoumica stručne javnosti u vezi sa primenom EN 1997-1, autori su u ovom radu dali pojašnjenja procesa projektovanja aksijalno pritisnutih šipova prema EN7. Razlike između domaćeg pravilnika i EN7 ilustrovane su kroz numerički primer, čiji je primarni cilj uporedna analiza dužina šipova prema tradicionalnom postupku(globalni faktor sigurnosti) i prema EN7 (parcijalni faktori). Sprovedene analize potvrdile su podobnost preporučene vrednosti modelskog faktora γM date u nacrtu nacionalnog priloga., The standard SRPS EN 1997-1 was translated and adopted at the end of 2018, while the development of national annexes is in the final stage. In this regard, and due to concerns of engineering community about the application of EN 1997-1, the authors of this paper have provided clarification of the design process of axially loaded compression piles according EN7. The differences between the national code of practice and EN7 are illustrated through a design example, which aimed to compare pile lengths obtained applying the traditional procedure (global security factor) and to EN7 (partial factors). The performed analyses confirmed the suitability of the recommended value of the model factor γM provided in the draft national annex.",
journal = "Conference proceedings of eight international conference Geotechnics in civil engineering",
title = "A comparative analysis of pile design using eurocode 7 and national code of practice",
pages = "86-79",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2441"
}

Obradović, N., Pujević, V.,& Vukićević, M.. (2019). A comparative analysis of pile design using eurocode 7 and national code of practice. in Conference proceedings of eight international conference Geotechnics in civil engineering, 79-86.
https://hdl.handle.net/21.15107/rcub_grafar_2441

Obradović N, Pujević V, Vukićević M. A comparative analysis of pile design using eurocode 7 and national code of practice. in Conference proceedings of eight international conference Geotechnics in civil engineering. 2019;:79-86.
https://hdl.handle.net/21.15107/rcub_grafar_2441 .

Obradović, Nikola, Pujević, Veljko, Vukićević, Mirjana, "A comparative analysis of pile design using eurocode 7 and national code of practice" in Conference proceedings of eight international conference Geotechnics in civil engineering (2019):79-86,
https://hdl.handle.net/21.15107/rcub_grafar_2441 .

TY  - CHAP
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Jocković, Sanja
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2554
AB  - This paper presents the results of laboratory research of physical and
mechanical properties of fly ash and mixtures of fly ash and slag from landfills of
thermal power plants “Nikola Tesla” and “Kostolac” in terms of their use for
road embankments construction. Following mechanical material properties were
tested: unified compressive strength (UCS), shear strength, deformability, CBR,
and resistance to frost. Results of the study have shown that waste materials
from Serbian thermal power plants can be successfully used as the building and
reconstruction material for road subgrade. This can bring multiple economic
benefits, such as: saving of natural materials, lower energy consumption, lower
pollution of environment, and less waste landfill areas.
T2  - International Scientific Conference EMMFT 2018
T1  - Using of ash and slag from power plants for embankments construction
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2554
ER  - 

@inbook{
author = "Marjanović, Miloš and Pujević, Veljko and Jocković, Sanja",
year = "2018",
abstract = "This paper presents the results of laboratory research of physical and
mechanical properties of fly ash and mixtures of fly ash and slag from landfills of
thermal power plants “Nikola Tesla” and “Kostolac” in terms of their use for
road embankments construction. Following mechanical material properties were
tested: unified compressive strength (UCS), shear strength, deformability, CBR,
and resistance to frost. Results of the study have shown that waste materials
from Serbian thermal power plants can be successfully used as the building and
reconstruction material for road subgrade. This can bring multiple economic
benefits, such as: saving of natural materials, lower energy consumption, lower
pollution of environment, and less waste landfill areas.",
journal = "International Scientific Conference EMMFT 2018",
booktitle = "Using of ash and slag from power plants for embankments construction",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2554"
}

Marjanović, M., Pujević, V.,& Jocković, S.. (2018). Using of ash and slag from power plants for embankments construction. in International Scientific Conference EMMFT 2018.
https://hdl.handle.net/21.15107/rcub_grafar_2554

Marjanović M, Pujević V, Jocković S. Using of ash and slag from power plants for embankments construction. in International Scientific Conference EMMFT 2018. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2554 .

Marjanović, Miloš, Pujević, Veljko, Jocković, Sanja, "Using of ash and slag from power plants for embankments construction" in International Scientific Conference EMMFT 2018 (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2554 .

TY  - JOUR
AU  - Vukićević, Mirjana
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Obradović, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/981
AB  - This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective and total stress analysis. Seventeen jacked-in MEGA piles and eight Franki piles of different lengths are considered. The results show that the Bustamante & Gianeselli (LCPC) method is the most appropriate for the studied geotechnical conditions and pile types.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Građevinar
T1  - Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
EP  - 693
IS  - 8
SP  - 685
VL  - 70
DO  - 10.14256/JCE.2175.2017
ER  - 

@article{
author = "Vukićević, Mirjana and Marjanović, Miloš and Pujević, Veljko and Obradović, Nikola",
year = "2018",
abstract = "This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective and total stress analysis. Seventeen jacked-in MEGA piles and eight Franki piles of different lengths are considered. The results show that the Bustamante & Gianeselli (LCPC) method is the most appropriate for the studied geotechnical conditions and pile types.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils",
pages = "693-685",
number = "8",
volume = "70",
doi = "10.14256/JCE.2175.2017"
}

Vukićević, M., Marjanović, M., Pujević, V.,& Obradović, N.. (2018). Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils. in Građevinar
Union of Croatian Civil Engineers and Technicians., 70(8), 685-693.
https://doi.org/10.14256/JCE.2175.2017

Vukićević M, Marjanović M, Pujević V, Obradović N. Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils. in Građevinar. 2018;70(8):685-693.
doi:10.14256/JCE.2175.2017 .

Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Obradović, Nikola, "Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils" in Građevinar, 70, no. 8 (2018):685-693,
https://doi.org/10.14256/JCE.2175.2017 . .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, Miloš
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/931
AB  - The results of laboratory research of high plasticity clay stabilization using liquid chemical additive Polybond and the fly ash from Serbian thermal electric power plant Kostolac are presented in this paper. In order to determine the effects of stabilization, extensive laboratory study of physical and mechanical properties of the stabilized soil (unconfined compression strength, shear strength parameters, CBR, deformation parameters, swelling, coefficient of permeability, resistance to freezing) were performed. The results of the research clearly indicate the positive effects of the clay stabilization using Polybond, as well as fly ash, and confirm that these additives can be successfully applied as a clayey soil stabilizers in various practical applications such as: stabilization of low bearing subgrade, construction of embankments and geotechnical structures of low permeability, improvement of mechanical properties of top subgrade layers etc. The use of stabilizers reduces energy consumption, as well as the usage of natural materials such as stone aggregates.
PB  - Springer Verlag
C3  - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
T1  - Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond
EP  - 633
SP  - 625
VL  - 692
DO  - 10.1007/978-3-319-70987-1_66
ER  - 

@conference{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš",
year = "2018",
abstract = "The results of laboratory research of high plasticity clay stabilization using liquid chemical additive Polybond and the fly ash from Serbian thermal electric power plant Kostolac are presented in this paper. In order to determine the effects of stabilization, extensive laboratory study of physical and mechanical properties of the stabilized soil (unconfined compression strength, shear strength parameters, CBR, deformation parameters, swelling, coefficient of permeability, resistance to freezing) were performed. The results of the research clearly indicate the positive effects of the clay stabilization using Polybond, as well as fly ash, and confirm that these additives can be successfully applied as a clayey soil stabilizers in various practical applications such as: stabilization of low bearing subgrade, construction of embankments and geotechnical structures of low permeability, improvement of mechanical properties of top subgrade layers etc. The use of stabilizers reduces energy consumption, as well as the usage of natural materials such as stone aggregates.",
publisher = "Springer Verlag",
journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra",
title = "Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond",
pages = "633-625",
volume = "692",
doi = "10.1007/978-3-319-70987-1_66"
}

Vukićević, M., Pujević, V.,& Marjanović, M.. (2018). Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
Springer Verlag., 692, 625-633.
https://doi.org/10.1007/978-3-319-70987-1_66

Vukićević M, Pujević V, Marjanović M. Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond. in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:625-633.
doi:10.1007/978-3-319-70987-1_66 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, "Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):625-633,
https://doi.org/10.1007/978-3-319-70987-1_66 . .

TY  - CONF
AU  - Jocković, Sanja
AU  - Pujević, Veljko
AU  - Marjanović, M.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/910
AB  - The ash landfills are a major environmental issue. The use of ash for the highway and railway substructure achieves a double benefit: it significantly reduces the deposited quantities of ash as well as the consumption of natural materials such as crushed stone, gravel and sand. The investigation of engineering properties of fly ash from the power plant in Serbia was conducted at the Laboratory of Soil Mechanics at the Faculty of Civil Engineering in Belgrade. Relevant physical and mechanical properties of ash and mixtures with binders (cement/lime) were investigated. The ash was also tested from the aspect of the potential environmental impact, which primarily depends on the leaching behaviour of the present trace elements. The results of the study showed that fly ash meets technical and environmental requirements and that has the potential for use in highway substructure, such as construction of embankments and stabilization of soft soils. Benefits of utilization of ash and slag was shown in the case of the construction of a high embankment on soft soil on the highway section Obrenovac-Ub in Serbia.
PB  - EDP Sciences
C3  - MATEC Web of Conferences
T1  - Utilization of ash from power plants for high embankments on soft soil
VL  - 239
DO  - 10.1051/matecconf/201823905017
ER  - 

@conference{
author = "Jocković, Sanja and Pujević, Veljko and Marjanović, M.",
year = "2018",
abstract = "The ash landfills are a major environmental issue. The use of ash for the highway and railway substructure achieves a double benefit: it significantly reduces the deposited quantities of ash as well as the consumption of natural materials such as crushed stone, gravel and sand. The investigation of engineering properties of fly ash from the power plant in Serbia was conducted at the Laboratory of Soil Mechanics at the Faculty of Civil Engineering in Belgrade. Relevant physical and mechanical properties of ash and mixtures with binders (cement/lime) were investigated. The ash was also tested from the aspect of the potential environmental impact, which primarily depends on the leaching behaviour of the present trace elements. The results of the study showed that fly ash meets technical and environmental requirements and that has the potential for use in highway substructure, such as construction of embankments and stabilization of soft soils. Benefits of utilization of ash and slag was shown in the case of the construction of a high embankment on soft soil on the highway section Obrenovac-Ub in Serbia.",
publisher = "EDP Sciences",
journal = "MATEC Web of Conferences",
title = "Utilization of ash from power plants for high embankments on soft soil",
volume = "239",
doi = "10.1051/matecconf/201823905017"
}

Jocković, S., Pujević, V.,& Marjanović, M.. (2018). Utilization of ash from power plants for high embankments on soft soil. in MATEC Web of Conferences
EDP Sciences., 239.
https://doi.org/10.1051/matecconf/201823905017

Jocković S, Pujević V, Marjanović M. Utilization of ash from power plants for high embankments on soft soil. in MATEC Web of Conferences. 2018;239.
doi:10.1051/matecconf/201823905017 .

Jocković, Sanja, Pujević, Veljko, Marjanović, M., "Utilization of ash from power plants for high embankments on soft soil" in MATEC Web of Conferences, 239 (2018),
https://doi.org/10.1051/matecconf/201823905017 . .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Obradović, Nikola
AU  - Jocković, Sanja
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1551
AB  - This paper describes the solution of the rehabilitation of the foundations of the building of the Faculty of Chemistry in Belgrade, which suffered damage as a result of differential settlements, which happened several times during the exploitation. It was determined that the cause of settlements was moisturing of loess soil due to periodic watter spilling from da- maged water network. Rehabilitation is done by jacking of MEGA piles, which prevents the appearance of additional settlements. The rehabilitation was carried out in 2012-2013. In a second part of the paper, the evaluation of pile capacity prediction methods based on CPT test results is carried out by comparing with the measured pile jacking force.
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, Šabac, 14. - 17. novembar 2017.
T1  - Design of foundations rehabilitation of Faculty of Chemistry in Belgrade with analysis of MEGA piles' capacity
EP  - 154
SP  - 147
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1551
ER  - 

@conference{
author = "Vukićević, Mirjana and Marjanović, Miloš and Pujević, Veljko and Obradović, Nikola and Jocković, Sanja",
year = "2017",
abstract = "This paper describes the solution of the rehabilitation of the foundations of the building of the Faculty of Chemistry in Belgrade, which suffered damage as a result of differential settlements, which happened several times during the exploitation. It was determined that the cause of settlements was moisturing of loess soil due to periodic watter spilling from da- maged water network. Rehabilitation is done by jacking of MEGA piles, which prevents the appearance of additional settlements. The rehabilitation was carried out in 2012-2013. In a second part of the paper, the evaluation of pile capacity prediction methods based on CPT test results is carried out by comparing with the measured pile jacking force.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, Šabac, 14. - 17. novembar 2017.",
title = "Design of foundations rehabilitation of Faculty of Chemistry in Belgrade with analysis of MEGA piles' capacity",
pages = "154-147",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1551"
}

Vukićević, M., Marjanović, M., Pujević, V., Obradović, N.,& Jocković, S.. (2017). Design of foundations rehabilitation of Faculty of Chemistry in Belgrade with analysis of MEGA piles' capacity. in Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, Šabac, 14. - 17. novembar 2017.
Savez građevinskih inženjera Srbije, Beograd., 147-154.
https://hdl.handle.net/21.15107/rcub_grafar_1551

Vukićević M, Marjanović M, Pujević V, Obradović N, Jocković S. Design of foundations rehabilitation of Faculty of Chemistry in Belgrade with analysis of MEGA piles' capacity. in Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, Šabac, 14. - 17. novembar 2017.. 2017;:147-154.
https://hdl.handle.net/21.15107/rcub_grafar_1551 .

Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Obradović, Nikola, Jocković, Sanja, "Design of foundations rehabilitation of Faculty of Chemistry in Belgrade with analysis of MEGA piles' capacity" in Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, Šabac, 14. - 17. novembar 2017. (2017):147-154,
https://hdl.handle.net/21.15107/rcub_grafar_1551 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, Miloš
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1506
AB  - U radu su prikazani rezultati laboratorijskih ispitivanja mogućnosti stabilizacije gline visoke plastičnosti primenom tečnog hemijskog aditiva Polybond, kao i stabilizacije tla kombinacijom letećeg pepela iz TE Kostolac i Polybonda. U cilju utvrđivanja efekata stabilizacije sprovedena su opsežna laboratorijska ispitivanja fizičko-mehaničkih karakteristika stabilizovanog tla (jednoaksijalna čvrstoća, parametri smičuće čvrstoće, CBR, modul stišljivosti, potencijal bubrenja, koeficijent vodopropusnosti, otpornost na dejstvo mraza). Rezultati istraživanja jasno ukazuju na pozitivne efekte stabilizacije gline Polybondom i potvrđuju stavove da se isti može uspešno primeniti kao stabilizator glinovitih vrsta tla u različitim praktičnim primenama kao što su: stabilizacija slabo nosivog tla, izgradnja nasipa i geotehničkih konstrukcija male vodopropusnosti, poboljšanje mehaničkih osobina gornjih slojeva donjeg stroja saobraćajnica itd.
PB  - Srpsko društvo za puteve "Via Vita", Beograd
C3  - Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd
T1  - Stabilizacija visoko plastične gline primenom tečnog hemijskog aditiva Polybond
EP  - 8
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1506
ER  - 

@conference{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš",
year = "2016",
abstract = "U radu su prikazani rezultati laboratorijskih ispitivanja mogućnosti stabilizacije gline visoke plastičnosti primenom tečnog hemijskog aditiva Polybond, kao i stabilizacije tla kombinacijom letećeg pepela iz TE Kostolac i Polybonda. U cilju utvrđivanja efekata stabilizacije sprovedena su opsežna laboratorijska ispitivanja fizičko-mehaničkih karakteristika stabilizovanog tla (jednoaksijalna čvrstoća, parametri smičuće čvrstoće, CBR, modul stišljivosti, potencijal bubrenja, koeficijent vodopropusnosti, otpornost na dejstvo mraza). Rezultati istraživanja jasno ukazuju na pozitivne efekte stabilizacije gline Polybondom i potvrđuju stavove da se isti može uspešno primeniti kao stabilizator glinovitih vrsta tla u različitim praktičnim primenama kao što su: stabilizacija slabo nosivog tla, izgradnja nasipa i geotehničkih konstrukcija male vodopropusnosti, poboljšanje mehaničkih osobina gornjih slojeva donjeg stroja saobraćajnica itd.",
publisher = "Srpsko društvo za puteve "Via Vita", Beograd",
journal = "Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd",
title = "Stabilizacija visoko plastične gline primenom tečnog hemijskog aditiva Polybond",
pages = "8-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1506"
}

Vukićević, M., Pujević, V.,& Marjanović, M.. (2016). Stabilizacija visoko plastične gline primenom tečnog hemijskog aditiva Polybond. in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd
Srpsko društvo za puteve "Via Vita", Beograd., 1-8.
https://hdl.handle.net/21.15107/rcub_grafar_1506

Vukićević M, Pujević V, Marjanović M. Stabilizacija visoko plastične gline primenom tečnog hemijskog aditiva Polybond. in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd. 2016;:1-8.
https://hdl.handle.net/21.15107/rcub_grafar_1506 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, "Stabilizacija visoko plastične gline primenom tečnog hemijskog aditiva Polybond" in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd (2016):1-8,
https://hdl.handle.net/21.15107/rcub_grafar_1506 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, Miloš
AU  - Jocković, Sanja
AU  - Maraš-Dragojević, Snežana
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1326
AB  - This paper presents the results of laboratory research of fly ash soil stabilization. Tests were performed on mixtures with high plasticity clay and fly ash sampled from thermal electric power plant ”Kostolac”. Effects of fly ash on moisturedensity relationship, UCS, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that fly ash can improve some engineering properties of this type of soil. The most significant improvement is the increase in CBR values which makes this material usable for road construction.
AB  - U radu su prikazani rezultati laboratorijskih ispitivanja stabilizacije gline visoke plastičnosti primenom letećeg pepela iz TE Kostolac. Ispitan je uticaj pepela na odnos vlažnosti i suve zapreminske težine, jednoaksijalnu čvrstoću, CBR, module deformabilnosti i potencijal bubrenja. Dobijeni rezultati su pokazali da se primenom pepela kao stabilizatora mogu poboljšati neke inženjerske karakteristike ove vrste tla. Najveće poboljšanje je porast CBR vrednosti, što ovo tlo čini upotrebljivim u putogradnji.
PB  - University of Novi Sad - Faculty of Civi Enginering Subotica, Subotica
C3  - Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
T1  - Stabilization of high plasticity clay using fly ash from power plant "Kostolac"
T1  - Stabilizacija visoko plastične gline primenom letećeg pepela iz TE Kostolac
EP  - 79
SP  - 73
VL  - 31
DO  - 10.14415/konferencijaGFS2015.008
ER  - 

@conference{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš and Jocković, Sanja and Maraš-Dragojević, Snežana",
year = "2015",
abstract = "This paper presents the results of laboratory research of fly ash soil stabilization. Tests were performed on mixtures with high plasticity clay and fly ash sampled from thermal electric power plant ”Kostolac”. Effects of fly ash on moisturedensity relationship, UCS, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that fly ash can improve some engineering properties of this type of soil. The most significant improvement is the increase in CBR values which makes this material usable for road construction., U radu su prikazani rezultati laboratorijskih ispitivanja stabilizacije gline visoke plastičnosti primenom letećeg pepela iz TE Kostolac. Ispitan je uticaj pepela na odnos vlažnosti i suve zapreminske težine, jednoaksijalnu čvrstoću, CBR, module deformabilnosti i potencijal bubrenja. Dobijeni rezultati su pokazali da se primenom pepela kao stabilizatora mogu poboljšati neke inženjerske karakteristike ove vrste tla. Najveće poboljšanje je porast CBR vrednosti, što ovo tlo čini upotrebljivim u putogradnji.",
publisher = "University of Novi Sad - Faculty of Civi Enginering Subotica, Subotica",
journal = "Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015",
title = "Stabilization of high plasticity clay using fly ash from power plant "Kostolac", Stabilizacija visoko plastične gline primenom letećeg pepela iz TE Kostolac",
pages = "79-73",
volume = "31",
doi = "10.14415/konferencijaGFS2015.008"
}

Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Stabilization of high plasticity clay using fly ash from power plant "Kostolac". in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
University of Novi Sad - Faculty of Civi Enginering Subotica, Subotica., 31, 73-79.
https://doi.org/10.14415/konferencijaGFS2015.008

Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Stabilization of high plasticity clay using fly ash from power plant "Kostolac". in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015. 2015;31:73-79.
doi:10.14415/konferencijaGFS2015.008 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, Jocković, Sanja, Maraš-Dragojević, Snežana, "Stabilization of high plasticity clay using fly ash from power plant "Kostolac"" in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015, 31 (2015):73-79,
https://doi.org/10.14415/konferencijaGFS2015.008 . .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Kuzmanović, Vladan
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1349
AB  - This paper presents the determination of the geotechnical conditions for repair of steam boiler shallow foundation in the boiler room of the factory "Galenika", Zemun, due to the differential foundation settlements. The analysis of the causes of the problem, the program and the results of field and laboratory geotechnical testings, as well as the repair solution, are presented.
AB  - U radu je prikazano određivanje geotehničkih uslova sanacije plitkog temelja parnog kotla u kotlarnici fabrike Galenika u Zemunu usled pojave neravnomernih sleganja. Opisana je analiza uzroka problema, program i rezultati terenskih i laboratorijskih ispitivanja i usvojeno rešenje sanacije.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
T1  - Geotechnical conditions for repair of boiler foundation in „Galenika“ factory
T1  - Geotehnički uslovi sanacije temelja kotla u fabrici "Galenika" u Zemunu
EP  - 441
SP  - 435
VL  - 31
DO  - 10.14415/konferencijaGFS2015.055
ER  - 

@conference{
author = "Vukićević, Mirjana and Kuzmanović, Vladan and Marjanović, Miloš and Pujević, Veljko",
year = "2015",
abstract = "This paper presents the determination of the geotechnical conditions for repair of steam boiler shallow foundation in the boiler room of the factory "Galenika", Zemun, due to the differential foundation settlements. The analysis of the causes of the problem, the program and the results of field and laboratory geotechnical testings, as well as the repair solution, are presented., U radu je prikazano određivanje geotehničkih uslova sanacije plitkog temelja parnog kotla u kotlarnici fabrike Galenika u Zemunu usled pojave neravnomernih sleganja. Opisana je analiza uzroka problema, program i rezultati terenskih i laboratorijskih ispitivanja i usvojeno rešenje sanacije.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015",
title = "Geotechnical conditions for repair of boiler foundation in „Galenika“ factory, Geotehnički uslovi sanacije temelja kotla u fabrici "Galenika" u Zemunu",
pages = "441-435",
volume = "31",
doi = "10.14415/konferencijaGFS2015.055"
}

Vukićević, M., Kuzmanović, V., Marjanović, M.,& Pujević, V.. (2015). Geotechnical conditions for repair of boiler foundation in „Galenika“ factory. in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
Građevinski fakultet, Subotica., 31, 435-441.
https://doi.org/10.14415/konferencijaGFS2015.055

Vukićević M, Kuzmanović V, Marjanović M, Pujević V. Geotechnical conditions for repair of boiler foundation in „Galenika“ factory. in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015. 2015;31:435-441.
doi:10.14415/konferencijaGFS2015.055 .

Vukićević, Mirjana, Kuzmanović, Vladan, Marjanović, Miloš, Pujević, Veljko, "Geotechnical conditions for repair of boiler foundation in „Galenika“ factory" in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015, 31 (2015):435-441,
https://doi.org/10.14415/konferencijaGFS2015.055 . .

TY  - JOUR
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, Miloš
AU  - Jocković, Sanja
AU  - Maraš-Dragojević, Snežana
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/717
AB  - Results of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Građevinar
T1  - Stabilization of fine-grained soils with fly ash
EP  - 770
IS  - 8
SP  - 761
VL  - 67
DO  - 10.14256/JCE.1281.2014
ER  - 

@article{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš and Jocković, Sanja and Maraš-Dragojević, Snežana",
year = "2015",
abstract = "Results of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Stabilization of fine-grained soils with fly ash",
pages = "770-761",
number = "8",
volume = "67",
doi = "10.14256/JCE.1281.2014"
}

Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Stabilization of fine-grained soils with fly ash. in Građevinar
Union of Croatian Civil Engineers and Technicians., 67(8), 761-770.
https://doi.org/10.14256/JCE.1281.2014

Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Stabilization of fine-grained soils with fly ash. in Građevinar. 2015;67(8):761-770.
doi:10.14256/JCE.1281.2014 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, Jocković, Sanja, Maraš-Dragojević, Snežana, "Stabilization of fine-grained soils with fly ash" in Građevinar, 67, no. 8 (2015):761-770,
https://doi.org/10.14256/JCE.1281.2014 . .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, Miloš
AU  - Jocković, Sanja
AU  - Maraš-Dragojević, Snežana
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1344
AB  - U radu su prikazani rezultati laboratorijskih ispitivanja stabilizacije gline visoke plastičnosti primenom letećeg pepela iz termoelektrane Kolubara, sa i bez aktivatora cementa ili kreča. Ispitan je uticaj pepela na odnos vlažnosti i suve zapreminske težine, jednoaksijalnu čvrstoću, parametre smičuće čvrstoće, CBR, module deformabilnosti i potencijal bubrenja. Dobijeni rezultati su pokazali da se primenom čistog pepela kao stabilizatora mogu poboljšati neke inženjerske karakteristike ove vrste tla, dok su sa dodatkom cementa ili kreča zabeleženi značajni efekti stabilizacije.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
C3  - Zbornik radova / Konferencija Građevinski materijali u savremenom graditeljstvu, Beograd, 19. jun 2015. godine
T1  - Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara"
EP  - 148
SP  - 139
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1344
ER  - 

@conference{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, Miloš and Jocković, Sanja and Maraš-Dragojević, Snežana",
year = "2015",
abstract = "U radu su prikazani rezultati laboratorijskih ispitivanja stabilizacije gline visoke plastičnosti primenom letećeg pepela iz termoelektrane Kolubara, sa i bez aktivatora cementa ili kreča. Ispitan je uticaj pepela na odnos vlažnosti i suve zapreminske težine, jednoaksijalnu čvrstoću, parametre smičuće čvrstoće, CBR, module deformabilnosti i potencijal bubrenja. Dobijeni rezultati su pokazali da se primenom čistog pepela kao stabilizatora mogu poboljšati neke inženjerske karakteristike ove vrste tla, dok su sa dodatkom cementa ili kreča zabeleženi značajni efekti stabilizacije.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Zbornik radova / Konferencija Građevinski materijali u savremenom graditeljstvu, Beograd, 19. jun 2015. godine",
title = "Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara"",
pages = "148-139",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1344"
}

Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara". in Zbornik radova / Konferencija Građevinski materijali u savremenom graditeljstvu, Beograd, 19. jun 2015. godine
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 139-148.
https://hdl.handle.net/21.15107/rcub_grafar_1344

Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara". in Zbornik radova / Konferencija Građevinski materijali u savremenom graditeljstvu, Beograd, 19. jun 2015. godine. 2015;:139-148.
https://hdl.handle.net/21.15107/rcub_grafar_1344 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, Miloš, Jocković, Sanja, Maraš-Dragojević, Snežana, "Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara"" in Zbornik radova / Konferencija Građevinski materijali u savremenom graditeljstvu, Beograd, 19. jun 2015. godine (2015):139-148,
https://hdl.handle.net/21.15107/rcub_grafar_1344 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Pujević, Veljko
AU  - Marjanović, M.
AU  - Jocković, Sanja
AU  - Maraš-Dragojević, Snežana
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/683
AB  - This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash was collected from Serbian electric power plant "Kostolac". Soil-fly ash mixtures were prepared at different fly ash contents (10-25%). Tests were conducted on specimens compacted at the optimum water content from Standard Proctor compaction test. Effects of fly ash on physical and mechanical properties of soil such as plasticity, unconfined compressive strength, effective shear strength parameters, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that used fly ash without activator can effectively improve some engineering properties of the soil. After addition of cement the stabilization effects substantially were improved.
PB  - ICE Publishing
C3  - Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
T1  - Fine grained soil stabilization using class F fly ash with and without cement
EP  - 2676
SP  - 2671
VL  - 5
UR  - https://hdl.handle.net/21.15107/rcub_grafar_683
ER  - 

@conference{
author = "Vukićević, Mirjana and Pujević, Veljko and Marjanović, M. and Jocković, Sanja and Maraš-Dragojević, Snežana",
year = "2015",
abstract = "This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash was collected from Serbian electric power plant "Kostolac". Soil-fly ash mixtures were prepared at different fly ash contents (10-25%). Tests were conducted on specimens compacted at the optimum water content from Standard Proctor compaction test. Effects of fly ash on physical and mechanical properties of soil such as plasticity, unconfined compressive strength, effective shear strength parameters, CBR, deformation parameters and swell potential were evaluated. Results of the research indicate that used fly ash without activator can effectively improve some engineering properties of the soil. After addition of cement the stabilization effects substantially were improved.",
publisher = "ICE Publishing",
journal = "Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer",
title = "Fine grained soil stabilization using class F fly ash with and without cement",
pages = "2676-2671",
volume = "5",
url = "https://hdl.handle.net/21.15107/rcub_grafar_683"
}

Vukićević, M., Pujević, V., Marjanović, M., Jocković, S.,& Maraš-Dragojević, S.. (2015). Fine grained soil stabilization using class F fly ash with and without cement. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
ICE Publishing., 5, 2671-2676.
https://hdl.handle.net/21.15107/rcub_grafar_683

Vukićević M, Pujević V, Marjanović M, Jocković S, Maraš-Dragojević S. Fine grained soil stabilization using class F fly ash with and without cement. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer. 2015;5:2671-2676.
https://hdl.handle.net/21.15107/rcub_grafar_683 .

Vukićević, Mirjana, Pujević, Veljko, Marjanović, M., Jocković, Sanja, Maraš-Dragojević, Snežana, "Fine grained soil stabilization using class F fly ash with and without cement" in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer, 5 (2015):2671-2676,
https://hdl.handle.net/21.15107/rcub_grafar_683 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Maraš-Dragojević, Snežana
AU  - Jocković, Sanja
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1265
AB  - U radu su prikazani neki rezultati laboratorijskih ispitivanja stabilizacije prašinaste gline primenom elektrofilterskog pepela iz termoelektrane "Kolubara". Vršena su ispitivanja fizičkih i mehaničkih karakteristika tla, kao što su: granulometrijski sastav, granice konzistencije, odnos vlažnosti i suve zapreminske težine, jednoaksijalna čvrstoća, parametri smičuće čvrstoće, CBR i moduli deformabilnosti. Rezultati istraživanja su pokazali da se primenom pepela kao stabilizatora povećava CBR vrednost tla, što je naročito značajno za primenu u putogradnji.
PB  - Univerzitet Crne Gore, Građevinski fakultet, Podgorica
C3  - Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
T1  - Stabilization of silty clay using fly ash from Thermoelectric Power Plant "Kolubara", Serbia
T1  - Stabilizacija prašinaste gline primenom pepela iz termoelektrane "Kolubara", Srbija
EP  - 1926
SP  - 1919
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1265
ER  - 

@conference{
author = "Vukićević, Mirjana and Maraš-Dragojević, Snežana and Jocković, Sanja and Marjanović, Miloš and Pujević, Veljko",
year = "2014",
abstract = "U radu su prikazani neki rezultati laboratorijskih ispitivanja stabilizacije prašinaste gline primenom elektrofilterskog pepela iz termoelektrane "Kolubara". Vršena su ispitivanja fizičkih i mehaničkih karakteristika tla, kao što su: granulometrijski sastav, granice konzistencije, odnos vlažnosti i suve zapreminske težine, jednoaksijalna čvrstoća, parametri smičuće čvrstoće, CBR i moduli deformabilnosti. Rezultati istraživanja su pokazali da se primenom pepela kao stabilizatora povećava CBR vrednost tla, što je naročito značajno za primenu u putogradnji.",
publisher = "Univerzitet Crne Gore, Građevinski fakultet, Podgorica",
journal = "Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa",
title = "Stabilization of silty clay using fly ash from Thermoelectric Power Plant "Kolubara", Serbia, Stabilizacija prašinaste gline primenom pepela iz termoelektrane "Kolubara", Srbija",
pages = "1926-1919",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1265"
}

Vukićević, M., Maraš-Dragojević, S., Jocković, S., Marjanović, M.,& Pujević, V.. (2014). Stabilization of silty clay using fly ash from Thermoelectric Power Plant "Kolubara", Serbia. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
Univerzitet Crne Gore, Građevinski fakultet, Podgorica., 1919-1926.
https://hdl.handle.net/21.15107/rcub_grafar_1265

Vukićević M, Maraš-Dragojević S, Jocković S, Marjanović M, Pujević V. Stabilization of silty clay using fly ash from Thermoelectric Power Plant "Kolubara", Serbia. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa. 2014;:1919-1926.
https://hdl.handle.net/21.15107/rcub_grafar_1265 .

Vukićević, Mirjana, Maraš-Dragojević, Snežana, Jocković, Sanja, Marjanović, Miloš, Pujević, Veljko, "Stabilization of silty clay using fly ash from Thermoelectric Power Plant "Kolubara", Serbia" in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa (2014):1919-1926,
https://hdl.handle.net/21.15107/rcub_grafar_1265 .

TY  - CONF
AU  - Pujević, Veljko
AU  - Lazović, Miloš
AU  - Vukićević, Mirjana
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1132
AB  - Soil-nailing tehnika se vec dugi niz godina u svetu uspešno koristi za stabilizaciju i ojacenje zemljanih masa. U nizu geoloških formacija soil-nailing potpornim konstrukcijama se daje prednost u odnosu na tradicionalne metode podgradivanja. Nažalost u našoj zemlji potencijal ove metode do sada nije potpuno iskorišcen. Ideja autora ovog preglednog rada bila je da inženjere i projektante gradevinske struke bliže upozna sa mogucnostima koje ova inovativna tehnologija pruža. U radu su sažeto prikazane osnovne karakteristike, istorijat razvoja, tehnicki aspekti, oblasti primene i prednosti i ogranicenja sistema soil-nailing. Soil nailing is being successfully used for many years all over the world to improve stability of excavated vertical cuts and existing slopes. In a wide variety of ground conditions soil nail walls present advantages over traditional retaining structures. Unfortunately in our country the potential benefits of this method have not been fully exploited. This review is intended to introduce practitioners to the possibilities that this innovative technology can offer. The paper summarizes the major features, history and development, technical aspects, application fields and benefits and limitations of soil nailing.
PB  - Društvo građevinskih konstruktera Srbije,
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
T1  - Soil-nailing-technique of soil reinforcement
T1  - Soil-nailing-tehnika stabilizacije zemljanih masa
EP  - 478
SP  - 471
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1132
ER  - 

@conference{
author = "Pujević, Veljko and Lazović, Miloš and Vukićević, Mirjana",
year = "2014",
abstract = "Soil-nailing tehnika se vec dugi niz godina u svetu uspešno koristi za stabilizaciju i ojacenje zemljanih masa. U nizu geoloških formacija soil-nailing potpornim konstrukcijama se daje prednost u odnosu na tradicionalne metode podgradivanja. Nažalost u našoj zemlji potencijal ove metode do sada nije potpuno iskorišcen. Ideja autora ovog preglednog rada bila je da inženjere i projektante gradevinske struke bliže upozna sa mogucnostima koje ova inovativna tehnologija pruža. U radu su sažeto prikazane osnovne karakteristike, istorijat razvoja, tehnicki aspekti, oblasti primene i prednosti i ogranicenja sistema soil-nailing. Soil nailing is being successfully used for many years all over the world to improve stability of excavated vertical cuts and existing slopes. In a wide variety of ground conditions soil nail walls present advantages over traditional retaining structures. Unfortunately in our country the potential benefits of this method have not been fully exploited. This review is intended to introduce practitioners to the possibilities that this innovative technology can offer. The paper summarizes the major features, history and development, technical aspects, application fields and benefits and limitations of soil nailing.",
publisher = "Društvo građevinskih konstruktera Srbije,",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014",
title = "Soil-nailing-technique of soil reinforcement, Soil-nailing-tehnika stabilizacije zemljanih masa",
pages = "478-471",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1132"
}

Pujević, V., Lazović, M.,& Vukićević, M.. (2014). Soil-nailing-technique of soil reinforcement. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
Društvo građevinskih konstruktera Srbije,., 471-478.
https://hdl.handle.net/21.15107/rcub_grafar_1132

Pujević V, Lazović M, Vukićević M. Soil-nailing-technique of soil reinforcement. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. 2014;:471-478.
https://hdl.handle.net/21.15107/rcub_grafar_1132 .

Pujević, Veljko, Lazović, Miloš, Vukićević, Mirjana, "Soil-nailing-technique of soil reinforcement" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014 (2014):471-478,
https://hdl.handle.net/21.15107/rcub_grafar_1132 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Maraš-Dragojević, Snežana
AU  - Jocković, Sanja
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1766
AB  - This paper presents the results of laboratory research of fly-ash soil stabilization. Tests were conducted on mixtures with alevrite - very expansive, medium to high plasticity clay and fly ash sampled in thermo electric power plant ”Kolubara”. Effects of fly ash on physical and mechanical properties of soil (grain size distribution, Atterberg limits, moisture-density relationship, unconfined compression strength, effective shear strength parameters, CBR, deformation parameters, swell potential) were evaluated. Results of the research indicate that fly ash can effectively improve some engineering properties of soil. The most significant improvement is the increase in CBR values and reduction of swell potential because it makes this material usable for road construction.
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Fifth International Conference Geotechnics in Civil Engineering, Sokobanja, 29-31. October 2013
T1  - Stabilizacija alevrita primenom pepela iz termoelektrane "Kolubara"
T1  - Stabilization of alevrite using fly ash from thermoelectric power plant "Kolubara"
EP  - 264
SP  - 257
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1766
ER  - 

@conference{
author = "Vukićević, Mirjana and Maraš-Dragojević, Snežana and Jocković, Sanja and Marjanović, Miloš and Pujević, Veljko",
year = "2013",
abstract = "This paper presents the results of laboratory research of fly-ash soil stabilization. Tests were conducted on mixtures with alevrite - very expansive, medium to high plasticity clay and fly ash sampled in thermo electric power plant ”Kolubara”. Effects of fly ash on physical and mechanical properties of soil (grain size distribution, Atterberg limits, moisture-density relationship, unconfined compression strength, effective shear strength parameters, CBR, deformation parameters, swell potential) were evaluated. Results of the research indicate that fly ash can effectively improve some engineering properties of soil. The most significant improvement is the increase in CBR values and reduction of swell potential because it makes this material usable for road construction.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Fifth International Conference Geotechnics in Civil Engineering, Sokobanja, 29-31. October 2013",
title = "Stabilizacija alevrita primenom pepela iz termoelektrane "Kolubara", Stabilization of alevrite using fly ash from thermoelectric power plant "Kolubara"",
pages = "264-257",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1766"
}

Vukićević, M., Maraš-Dragojević, S., Jocković, S., Marjanović, M.,& Pujević, V.. (2013). Stabilizacija alevrita primenom pepela iz termoelektrane "Kolubara". in Fifth International Conference Geotechnics in Civil Engineering, Sokobanja, 29-31. October 2013
Savez građevinskih inženjera Srbije, Beograd., 257-264.
https://hdl.handle.net/21.15107/rcub_grafar_1766

Vukićević M, Maraš-Dragojević S, Jocković S, Marjanović M, Pujević V. Stabilizacija alevrita primenom pepela iz termoelektrane "Kolubara". in Fifth International Conference Geotechnics in Civil Engineering, Sokobanja, 29-31. October 2013. 2013;:257-264.
https://hdl.handle.net/21.15107/rcub_grafar_1766 .

Vukićević, Mirjana, Maraš-Dragojević, Snežana, Jocković, Sanja, Marjanović, Miloš, Pujević, Veljko, "Stabilizacija alevrita primenom pepela iz termoelektrane "Kolubara"" in Fifth International Conference Geotechnics in Civil Engineering, Sokobanja, 29-31. October 2013 (2013):257-264,
https://hdl.handle.net/21.15107/rcub_grafar_1766 .