Претрага
199 items
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Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers
This paper presents a dynamic California Bearing Ratio (CBRd) device that can be used on a prepared pavement foundation layer to obtain a certain parameter of the tested material in the laboratory and in situ in a direct and fast way. For the selected natural material (gravel), it is shown that the laboratory CBRd can be used to estimate the compaction and bearing capacity, because it correlates well with the parameters of the standard and modifed Proctor compaction tests. ...korelacija parametara, donji slojevi saobraćajnica, laboratorijska i terenska ispitivanja, dinamički kalifornijski indeks nosivosti CBRdMilan Bogdanović, Snežana Bogdanović, Dragoslav Rakić, Irena Basarić Ikodinović. "Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers" in Soil Mechanics and Foundation Engineering, Springer Science and Business Media LLC (2024). https://doi.org/10.1007/s11204-024-09939-x М23
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Geotechnical conditions of “Debelo brdo” tunnel construction on the highway E-80: Nis-Merdare-Pristina (“Peace Highway”)
The construction of the highway E-80 has begun in Serbia, which will represent the traffic hub of the Western Balkans and will be part of the main regional transport network of Southeast Europe. Its total length through Serbia is 77 km, and one part of the route is designed through a typical plain terrain, while a larger part of the route passes through hilly terrain. The construction of the tunnel “Debelo brdo” is planned partly in an open cut ...Dragoslav Rakić, Irena Basarić Ikodinović, Radojica Lapčević, Dragan Lukić. "Geotechnical conditions of “Debelo brdo” tunnel construction on the highway E-80: Nis-Merdare-Pristina (“Peace Highway”)" in Proceedings of the XVIII ECSMGE 2024 geotechnical engineering challenges to meet current and emerging needs of society, Lisbon, 26-30 August 2024, CRC Press (2024). https://doi.org/10.1201/9781003431749-356 М33
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Prikaz osnovnih fizičko-mehaničkih karakteristika polimera armiranih karbonskim vlaknima
Basarić Irena, Rakić Dragoslav, Zečević Snežana, Pujević Veljko, Veljković Ana. "Prikaz osnovnih fizičko-mehaničkih karakteristika polimera armiranih karbonskim vlaknima" in Zbornik radova osmog naučno-stručno međunarodno savetovanje Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Borsko jezero, 14.- 16. maj 2013. = Conference Proceedings, Beograd:Savez građevinskih inženjera Srbije (2013): 377-382 M63
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Load test of Large Diameter Piles for the Bridge Across Danube River in Belgrade
Rakić Dragoslav, Šušić Nenad, Basarić Irena, Đoković Ksenija, Berisavljević Dušan. "Load test of Large Diameter Piles for the Bridge Across Danube River in Belgrade" in 15th Danube-European Conference on Geotechnical Engineering DECGE2014 – Geotechnics of Roads and Railways 2, Vienna, Austria :Institute of Geotechnics Ground Engineering, Soil and Rock Mechanics Vienna University of Technology (2014): 867-872 M33
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Geotechnical aspects of three dimensional stability analysis of landslides
Ćorić Slobodan, Čaki Laslo, Rakić Dragoslav, Ubiparip Boško, Berisavljević Zoran. "Geotechnical aspects of three dimensional stability analysis of landslides" in Planning, design, construction and renewal in the civil engineering : proceedings / 12 International Scientific Conference INDIS 2012, Novi Sad, 28-30 November 2012, Novi Sad:Faculty of Technical Sciences, Department of Civil Engineering and Geodesy (2012): 361-368 M33
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Geotehnički uslovi fundiranja mosta preko Kameničke reke
Rakić Dragoslav, Stevanović Miloš, Berisavljević Zoran, Basarić Irena, Janković Jovana. "Geotehnički uslovi fundiranja mosta preko Kameničke reke" in Zbornik radova sa šestog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Vršac:Savez građevinskih inženjera Srbije (2015): 83-92 M33
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Značaj geotehničkih istraživanja kod izgradnje objekata na komunalnoj deponiji – primer transfer stanice „Prelići“ u Čačku“
Rakić Dragoslav, Basarić Irena, Janković Jovana, Bogdanović Snežana, Djurić Tina. "Značaj geotehničkih istraživanja kod izgradnje objekata na komunalnoj deponiji – primer transfer stanice „Prelići“ u Čačku“" in Zbornik radova sedmog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Šabac:Savez gradjevinskih inženjera Srbije (2017): 513-522 M33
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Parametric analysis of slope stability on the example of municipal waste landfill in Vršac
Basarić Irena, Rakić Dragoslav, Janković Jovana, Bogdanović Snežana, Đurić Tina. "Parametric analysis of slope stability on the example of municipal waste landfill in Vršac" in 10th International conference on topic water and waste reality and challenges, Ohrid: (2018): 233-241 M33
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Geotechnical aspects for construction of bank revetment along the Sava river for the “Belgrade waterfront”
Rakić Dragoslav, Basarić Irena, Stanić Nemanja, Filipović Vladimir, Berisavljević Dušan. "Geotechnical aspects for construction of bank revetment along the Sava river for the “Belgrade waterfront”" in Geotechnical aspects for construction of bank revetment along the Sava river for the “Belgrade waterfront”, Vrnjačka Banja:Srpsko geološko društvo (2018): 641-646 M34
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Engineering geological and geotechnical investigations for design of higway E-80 Nis – Merdare
Basarić Irena, Bogdanović Snežana, Rakić Dragoslav,Janković Jovana, Stevanović Miloš. "Engineering geological and geotechnical investigations for design of higway E-80 Nis – Merdare" in 17th International Multidisciplinary Scientific Geoconference SGEM 2017/Conference Proceedings 12 no. 17, Albena: (2017): 279-287. https://doi.org/10.5593/sgem2107/ M33
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Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - II Deo
Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Stevanović Miloš. "Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - II Deo" in Zbornik radova sedmog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Šabac:Savez gradjevinskih inženjera Srbije (2017): 83-92 M33
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Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - I Deo
Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Stevanović Miloš. "Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - I Deo" in Zbornik radova sedmog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Šabac:Savez gradjevinskih inženjera Srbije (2017): 75-82 M33
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Geotehnički aspekti izgradnje transfer stanice „Prelići“ u Čačku
Rakić Dragoslav, Basarić Irena, Janković Jovana, Bogdanović Snežana, Djurić Tina. "Geotehnički aspekti izgradnje transfer stanice „Prelići“ u Čačku" in International conference – Konferencija: Otpadne vode, komunalni čvrsti otpad i opasan otpad, Brzeće: (2018): 174-178 M63
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Inženjerskogeološki uslovi izgradnje prve deonice autoputa Niš – Merdare“ (Engineering-geological conditions for the construction of the first section of Niš-Merdare highway),
Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Miloš Stevanović. "Inženjerskogeološki uslovi izgradnje prve deonice autoputa Niš – Merdare“ (Engineering-geological conditions for the construction of the first section of Niš-Merdare highway)," in Treći Srpski kongres o putevima, Beograd: (2018): 12-23 M63
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Natural and geological conditions of coal mining in the pits of the brown coal mine Rembas - Resavica
Bugarin Mile, Ivković Mirko, Ljubojev Milenko, Ljubojev Vesna, Rakić Dragoslav. "Natural and geological conditions of coal mining in the pits of the brown coal mine Rembas - Resavica" in Technics Technologies Education Management / TTEM 7 no. 2, Sarajevo, BIH:DRUNPP Sarajevo (2012): 673-678 M23
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Categorization of underground coal mines in Serbia related to the potential risks depending on natural - geological conditions
Ivković Mirko, Bugarin Mile, Ljubojev Vesna, Ljubojev Milenko, Rakić Dragoslav. "Categorization of underground coal mines in Serbia related to the potential risks depending on natural - geological conditions" in Technics Technologies Education Management / TTEM 7 no. 2, Sarajevo, BIH:DRUNPP Sarajevo (2012): 469-474 M23
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Geotechnical zoning of the terrain along the first section of E-80 highway in Serbia – SEETO route 7
Part of E-80 highway that passes through Serbia (from the city of Nis to the administrative border Merdare) is 77 km long. The highway is divided into two sections: the first from Nis to Plocnik (39.4 km long) and the second from Plocnik to the administrative border with Kosovo. The route is designed through a typical plain and hilly terrain in which different geological units are dominant: crystalline schists, neogene sediments of foothills and quaternary sediments in the valley ...Dragoslav Rakić, Zoran Berisavljević, Irena Basarić, Snežana Bogdanović, Jovana Janković. "Geotechnical zoning of the terrain along the first section of E-80 highway in Serbia – SEETO route 7" in Proceedings of the XVII European Conference of Soil Mechanics and Geotechnical Engineering ECSMGE-2019, Reykjavik, Iceland, 1-6. 09. 2019., ISSMGE, ECSMGE-2019 (2019). https://doi.org/10.32075/17ECSMGE-2019-0393 М33
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Uticaj starosti i sastava komunalnog otpada na zbijanje
Bez obzira na mogućnost da se komunalni otpad koristi kao sirovina, u Srbiji je i dalje osnovni vid odlaganja na komunalne deponije. Iako je odlaganje na deponije prema hijerarhiji otpada najnepovoljnije rešenje, u odnosu na ranije formirana smetilišta i neuređene deponije, ipak se sistemski dolazi do prikupljanja podataka, što se može smatrati poboljšanjem prakse. Mehanička obrada komunalnog otpada zbijanjem predstavlja jednu od osnovnih metoda tretmana otpada. U radu će biti komentarisan uticaj sastava i starosti komunalnog otpada na parametre ...Jovana Janković Pantić, Dragoslav Rakić, Irena Basarić Ikodinović, Tina Đurić. "Uticaj starosti i sastava komunalnog otpada na zbijanje" in V simpozijum društva za Geotehniku R. Severne Makedonije, ISRM Specialized Conference, Društvo za Geotehniku Severne Makedonije (2022) М33
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A Correlation Relating the Residual Strength Parameters to the Proportions of Clay Fractions and Plasticity Characteristics of Overburden Sediments from the Open-Pit Mine Drmno
Jedan od preduslova za bezbedno obavljanje eksploatacije na površinskim kopovima, jeste stabilnost završnih i radnih kosina kopa. Da bi se ovo obezbedilo potrebno je izvršiti detaljna terenska i laboratorijska geomehanička ispitivanja tla i na osnovu dobijenih rezultata uraditi proračune vezane za analize stabilnosti. Ovako dobijeni rezultati koriste se za dimenzionisanje nagiba eksplotacionih kosina (iskopa), odnosno kosina formiranih usled odlaganja jalovine. Klizišta nastaju kada je dostignuta granična čvrstoća smicanja i zato je adekvatno definisanje parametara čvrstoće na smicanje, jedan ...Stevan Ćorluka, Dragoslav Rakić, Nikola Živanović, Ksenija Đoković, Tina Đurić. "A Correlation Relating the Residual Strength Parameters to the Proportions of Clay Fractions and Plasticity Characteristics of Overburden Sediments from the Open-Pit Mine Drmno" in Applied Sciences, MDPI AG (2024). https://doi.org/10.3390/app142210325 М22
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A Correlation Relating the Residual Strength Parameters to the Proportions of Clay Fractions and Plasticity Characteristics of Overburden Sediments from the Open-Pit Mine Drmno
Stevan Ćorluka, Dragoslav Rakić, Nikola Živanović, Ksenija Djoković, Tina Đurić. "A Correlation Relating the Residual Strength Parameters to the Proportions of Clay Fractions and Plasticity Characteristics of Overburden Sediments from the Open-Pit Mine Drmno" in Applied Sciences, MDPI AG (2024). https://doi.org/10.3390/app142210325 М22