Претрага
353 items
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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
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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
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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
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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
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Rockfall simulation on a rock slope along E75 road at km 890+725 to 891-093
Abolmasov Biljana, Marjanović Miloš, Milenković Svetozar, Pejić Marko, Berisavljević Zoran. "Rockfall simulation on a rock slope along E75 road at km 890+725 to 891-093" in Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia 1, :Willey Ernst and Sons (2018): 269-274
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Development and Application of Methodology for Quantification of Overbreaks in Hard Rock Tunnel Construction
A methodology for determining overbreaks in hard rock tunnel construction using the drill-and-blast technique is presented in this paper. The methodology was developed for and applied to crystalline medium- to thick-bedded limestone, but it can be used in any jointed hard rock mass. Overbreaks are inevitable in hard rock tunnelling in a low-confinement environment (shallow tunnels up to several hundred meters deep) as a result of wedge failures along unfavourably oriented discontinuities caused by blasting. It is widely accepted ...hard rock, drill-and-blast, geological overbreak, technological overbreak, stability criterion, discontinuity orientation, tunnel constructionZoran Berisavljević, Dragoljub Bajić, Vojkan Jovičić. "Development and Application of Methodology for Quantification of Overbreaks in Hard Rock Tunnel Construction" in Applied Sciences, MDPI (2023). https://doi.org/10.3390/app13031379
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Definisanje parametara čvrstoće na smicanje kod izvođenja kosina u ispucalom stenskom masivu
Zoran M. Berisavljević (2016-04-01)Definisanje parametara čvrstoće na smicanje ispucalih stenskih masa predstavlja jedanod najzahtevnijih zadataka mehanike stena. Geotehnička istraživanja su uglavnomograničena na rezultate laboratorijskih ispitivanja malih makroskopski homogenihuzoraka, sa kojih se vrši ekstrapolacija rezultata na terensku razmeru. Ispitivanja semogu vršiti in situ, ali su i ona ograničena veličinom korišćene aparature imikrolokacijom na kojoj se vrše ispitivanja. Pored toga, moguće je vršiti različitaispitivanja na fizičkim modelima, koja su veoma složena i skupa. Ekstrapolacijapodataka sa malog uzorka na terensku razmeru daje mnogo bolje rezultate ...naponsko stanje, ispucalost, heterogenost, čvrstoća na smicanje, geološki indeksčvrstoće, Hoek-Brownov materijal, kompozitni uzorci, dezintegracija, povratna analizaZoran M. Berisavljević. "Definisanje parametara čvrstoće na smicanje kod izvođenja kosina u ispucalom stenskom masivu" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2016-04-01)
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Geotehnički aspekti izgradnje visećeg pešačkog mosta u Starom gradu u Užicu
U radu su prikazani rezultati geotehničkih istraživanja za potrebe izgradnje visećeg pešačkog mosta preko klisure reke Đetinje u Užicu. Predviđeno je da most, sistema prednapregnute trake, omogući prelaz pešacima sa desne dolinske strane na stranu Starog grada, koja je opasana strmom liticom (cca. 40 m visine). Za potrebe formiranja geotehničkog modela i strukturnog sklopa krečnjačke stenske mase korišćen je postupak fotogrametrijskog snimanja dronom. Predviđeno je da se zatežuća sila (od oko 30 MN), koju most prenosi na obalni stub, ...fotogrametrija, stabilnost kosina, pukotine, prednapregnuta sidra, test granične nosivosti, paker (Ližonov) testZoran Berisavljević, Miloš Marjanović, Uroš Đurić. "Geotehnički aspekti izgradnje visećeg pešačkog mosta u Starom gradu u Užicu" in Zbornik radova / Međunarodno naučno-stručno savetovanje Geotehnički aspekti građevinarstva i zemljotresno inženjerstvo, Vrnjačka banja, 1-3. novembar 2023., Beograd : Savez građevinskih inženjera Srbije (2023.)
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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
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Geotehničko modeliranje tla na osnovu parametara određenih seizmičkimdilatometrom
Dušan Berisavljević M. (2017)Dušan Berisavljević M.. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkimdilatometrom, Beograd:Rudarsko Geološki Fakultet, 2017
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SDMT- a Tool for in Situ Identification of Collapsible Soils
Berisavljević Dušan, Rakić Dragoslav, Šušić Nenad. "SDMT- a Tool for in Situ Identification of Collapsible Soils" in DMT’ 15 The 3rd International Conference on the Flat Dilatometer, Rome, Italy:ISSMGE, AGI (2015): 457-463
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A note on CPT-DMT correlations in sand
Berisavljević Dušan, Šušić Nenad, Rakić Dragoslav. "A note on CPT-DMT correlations in sand" in Zbornik radova međunarodnog naučno-stručnog simpozijuma GEO-EXPO 2013, Jahorina, BIH: (2013): 267-273
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Nekoliko primera iz prakse kontrole kvaliteta šipova SIT metodom
Šušić Nenad, Berisavljević Dušan, Rakić Dragoslav. "Nekoliko primera iz prakse kontrole kvaliteta šipova SIT metodom" in Zbornik radova / Četvrto naučno-stručno savetovanje Geotehnički aspekti građevinarstva, Zlatibor, 1.-3. novembar 2011. godine, Beograd:Savez građevinskih inženjera Srbije (2011): 389-394
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Analiza bočno opterećenih šipova primenom rezultata DMT opita
Berisavljević Dušan, Filipović Vladimir, Ćorić Slobodan, Rakić Dragoslav. "Analiza bočno opterećenih šipova primenom rezultata DMT opita" in Zbornik radova sedmog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Šabac:Savez gradjevinskih inženjera Srbije (2017): 439-446
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Geotechnical Conditions of Industrial Waste Landfill Construction for U.S. Steel Serbia
Rakić Dragoslav, Vojnović Bogdan, Berisavljević Dušan, Basarić Irena. "Geotechnical Conditions of Industrial Waste Landfill Construction for U.S. Steel Serbia" in Proceedings of the XV Balkan Mineral Processing Congress, Sozopol, Bulgaria: (2013): 1056-1060
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Geotehnički uslovi izgradnje postrojenja za upravljanje otpadom za potrebe U.S.Steel Serbia
Rakić Dragoslav, Vojnović Bogdan, Berisavljević Dušan. "Geotehnički uslovi izgradnje postrojenja za upravljanje otpadom za potrebe U.S.Steel Serbia" in Zbornik radova [Elektronski izvor] / Četvrti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa, Žabljak, 20-24. februara 2012 ; [organizator Građevinski fakultet Univerziteta Crne Gore, Podgorica:Univerzitet Crne Gore, Građevinski fakultet (2012): 2117-2124
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Water Evacuation from the “Sarića Osoje“ Municipal Waste Landfill of Užice
Šušić Nenad, Rakić Dragoslav, Đoković Ksenija, Berisavljević Dušan. "Water Evacuation from the “Sarića Osoje“ Municipal Waste Landfill of Užice" in 2nd International symposium Environmental and material flow management, EMFM 2012 : proceedings, Zenica, BIH:Faculty of Mechanical Engineering (2012): 71-76
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SDMT- a Tool for in Situ Identification of Collapsible Soils
Berisavljević Dušan, Rakić Dragoslav, Šušić Nenad. "SDMT- a Tool for in Situ Identification of Collapsible Soils" in The 3rd International Conference on the Flat Dilatometer, Rome Rome:ISSMGE, Italian Geotechnical Society (2015): 457-463
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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
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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