Претрага
1120 items
-
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)
-
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) test... mosta u Starom gradu u Užicu Zoran Berisavljević, Miloš Marjanović, Uroš Đurić Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Geotehnički aspekti izgradnje visećeg pešačkog mosta u Starom gradu u Užicu | Zoran Berisavljević, Miloš Marjanović, Uroš Đurić | ...
... OF CIVIL ENGINEERS OF SERBIA GEOTEI_·INIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO – Vrnjačka Banja, 01-03. novembar 2023. Zoran Berisavljević!, Miloš Marjanović!, Uroš Đurić? GEOTEHNIČKI ASPEKTI IZGRADNJE VISEĆEG PEŠAČKOG MOSTA U STAROM GRADU U UŽICU Rezime: U radu su prikazani ...
... Rezultati numeričkih analiza prema MKE ı MGR pokazuju da su pomeranja ı faktori sigurnosti u zadovoljavajućim granicama. 6. REFERENCE || Berisavljević i sar. (2022) Geotehnički elaborat o izvođenju geomehaničkih i geotehničkih istražnih radova za potrebe izgradnje mosta na starom gradu. Rudar ...Zoran 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.)
-
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
-
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 ...... Rakić, Zoran Berisavljević, Irena Basarić, Snežana Bogdanović, Jovana Janković Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Geotechnical zoning of the terrain along the first section of E-80 highway in Serbia – SEETO route 7 | Dragoslav Rakić, Zoran Berisavljević ...
... Plocnik, Volume E21: Elaborate of geotechnical conditions for highway route construction, CesCowi, Belgrade. Rakić, D., Berisavljević, Z., Basarić, I., Lazić, M., Stevanović, M. 2018. Engineering- geological conditions for the construction of the first section of Nis-Merdare highway, Third Serbian ...
... terraced plateaus (al, al-pr, pr, t1, t2) Quaternary and Neogene hilly terrains (dl-pr, dl, Pl, M-Pl, M) Cretaceous flysch complex (pr, K) Neogene hilly terrains (Pl, M-Pl, M) are usually covered with Quaternary sediments (dl- pr, el-dl, pr). They are located along the periphery of the ...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
-
Stabilnost kosina u stenskoj masi - savremeni koncepti i metode proračuna
... Веодгади Rudarsko-geološki fakultet M о еп ПДИ – GaBiutaunal uuu o Zoran Berisavljević Dušan Berisavljević Miloš Marjanović Stabilnost kosina u stenskoj masi Savremeni koncepti i metode proračuna Beograd, 2021. ТОВАМ BERISAVLJEVIĆ ОЏБАМ BERISAVLJEVIĆ МИО5 МАВЈАМОМ!С STABILNOST KOSINA ...
... metode proračuna Zoran Berisavljević, Dušan Berisavljević, Miloš Marjanović Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Stabilnost kosina u stenskoj masi - savremeni koncepti i metode proračuna | Zoran Berisavljević, Dušan Berisavljević, Miloš Marjanović ...
... Dekan prof. dr Zoran Gligorić, Univerzitet u Beogradu - Rudarsko-geološki fakultet Urednik publikacije: Prof. dr Biljana Abolmasov, Univerzitet u Beogradu - Rudarsko-geološki fakultet Tehnička priprema i dizajn korica: Dr Zoran Berisavljević, dr Miloš Marjanović i dr Dušan Berisavljević Tiraž: 100 ...Zoran Berisavljević, Dušan Berisavljević, Miloš Marjanović. Stabilnost kosina u stenskoj masi - savremeni koncepti i metode proračuna, Beograd : Univerzitet u Beogradu - Rudarsko-geološki fakultet, 2021
-
Pre-failure deformation monitoring as rockfall prediction tool
... Biljana Abolmasov, Zoran Berisavljević, Marko Pejić, Petko Vranić Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Pre-failure deformation monitoring as rockfall prediction tool | Miloš Marjanović, Biljana Abolmasov, Zoran Berisavljević, Marko Pejić, Petko ...
... Marjanović M, Abolmasov B, Đurić U and Basarić I 2015 Rockfall Monitoring Based on Surface Models. Surface Models for Geosciences, ed K Růžičková, T Inspektor (Springer International Publishing: Int.) pp. 37-44 [10] Marjanović M, Abolmasov B, Pejić M, Bogdanović S and Samardžić-Petrović M 2017 Rockfall ...
... Lato M J, Gauthier D and Edwards T 2015 Identifying rock slope failure precursors using LiDAR for transportation corridor hazard management. Eng. Geol. 195 93–103 [5] De Vilder S J, Rosser N J and Brain M J 2017 Forensic analysis of rockfall scars. Geomorphology 295 202–214 [6] Janeras M, Jara ...Miloš Marjanović, Biljana Abolmasov, Zoran Berisavljević, Marko Pejić, Petko Vranić. "Pre-failure deformation monitoring as rockfall prediction tool" in IOP Conference Series: Earth and Environmental Science, IOP Publishing (2021). https://doi.org/10.1088/1755-1315/833/1/012197
-
Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules
The stability analysis of homogeneous rock slope following the Hoek–Brown failure criterion under the hypothesis of different flow rules is performed based on limit equilibrium and finite element methods. The applied failure criterion is the generalized Hoek–Brown that can be introduced as a shear/normal function in analysis applying different flow rules. The results are compared with those obtained by the application of equivalent shear strength parameters of the Mohr–Coulomb criterion, considering that this is still the most widely used ...Kružna klizna površ, Huk-Braunov kriterijum loma, Kriterijum popuštanja, Smičuća/normalna funkcija, Nivo napona, Verovatnoća i parametarska analizaSvetlana Melentijević, Zoran Berisavljević, Dušan Berisavljević, Claudio Olalla Marañón . "Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules" in Bulletin of Engineering Geology and the Environment , Springer (2024). https://doi.org/10.1007/s10064-024-03667-0
-
Application of geological strength index for characterization of weathering-induced failures
Berisavljević Zoran, Berisavljević Dušan, Rakić Dragoslav, Radić Zoran. "Application of geological strength index for characterization of weathering-induced failures" in Građevinar 70 no. 10, Zagreb: (2018): 891-903. https://doi.org/10.14256/JCE.1876.2016
-
Strength of composite flysch samples under uniaxial compression
Berisavljević Zoran, Berisavljević Dušan, Rakić Dragoslav, Hadži-Niković Gordana, Radić Zoran (2018)Berisavljević Zoran, Berisavljević Dušan, Rakić Dragoslav, Hadži-Niković Gordana, Radić Zoran. "Strength of composite flysch samples under uniaxial compression" in Bulletin of Engineering Geology and the Environment 77 no. 2, :Springer Berlin Heidelberg (2018): 791-802. https://doi.org/10.1007/s10064-017-1009-4
-
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
-
The shear strength evaluation of rough and infilled joints and its indications for stability of rock cutting in schist rock mass
Construction of E75 highway section through Grdelica gorge was one of the most demanding projects realized in recent Serbian history. The alignment approximately 25 km long consists of several tens of bridges, two tunnels, three galleries and cuts with total length of 6 km. The alignment passes through highly anisotropic Palaeozoic schist rock formation of different weathering grades. This study focuses on shear strength properties of discontinuities, which are found to be the critical feature contributing to the occurrence ...Dušan Berisavljević, Zoran Berisavljević, Svetlana Melentijević. "The shear strength evaluation of rough and infilled joints and its indications for stability of rock cutting in schist rock mass" in Bulletin of engineering geology and the environment, Springer (2022). https://doi.org/10.1007/s10064-022-02580-8
-
Shear strength properties of Dimitrovgrad flysch, Southeastern Serbia
Berisavljević Zoran, Berisavljević Dušan, Čebašek Vladimir. "Shear strength properties of Dimitrovgrad flysch, Southeastern Serbia" in Bulletin of Engineering Geology and the Environment, Verlag Berlin Heidelberg, Germany:Springer (2014). https://doi.org/10.1007/s10064-014-0678-5
-
Probabilistic analysis of anisotropic rock slope with reinforcement measures
During the construction of E75 highway through Grdelica gorge in Serbia, a major failure occurred in the zone of reinforced rock slope. Excavation was performed in highly anisotropic Paleozoic schist rock formation. The reinforcement consisted of the two rows of micropile wall with pre-stressed anchors. Forces in anchors were monitored with load cells while benchmarks were installed for superficial displacement measurements. The aim of the study is to investigate possible causes of instability considering different probability distributions of the ...Zoran Berisavljević, Dušan Berisavljević, Miloš Marjanović, Svetlana Melentijević. "Probabilistic analysis of anisotropic rock slope with reinforcement measures" in Geomechanics and Engineering (2023). https://doi.org/10.12989/gae.2023.34.3.285
-
Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta
Ksenija Gredić (2024)Katedra za Geotehniku održala je sednicu na kojoj mi je odobrena tema za završnirad pod naslovom “Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta” u opštini Kotor.Za mentora je izabran van.prof.Miloš Marjanović, dok za članove komisije su izabrani prof.dr. Biljana Abolmasov i doc.dr. Zoran Berisavljević. Tokom izrade završnog rada, korišćeni su podaci iz “Elaborata o rekonstrukciji magistralnog puta M-1 (M-2), dionica Lipci-Ljuta, dužine cca 15km”, kao i ostala odgovarajuća stručna literatura. Na osnovu terenskih radova i dobijenih rezultata ...... Marjanović, dok za članove komisije su izabrani prof.dr. Biljana Abolmasov i doc.dr. Zoran Berisavljević. Tokom izrade završnog rada, korišćeni su podaci iz “Elaborata o rekonstrukciji magistralnog puta M-1 (M-2), dionica Lipci-Ljuta, dužine cca 15km”, kao i ostala odgovarajuća stručna literatura ...
... Beograd 3. Doc.dr. Zoran Berisavljević, član Rudarsko — geološki fakultet, Beograd Datum odbrane: REZIME I KLJUČNE RIJEČI: Katedra za Geotehniku održala je sjednicu na kojoj mi je odobrena tema za završni rad pod naslovom “Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci- ...
... 85) + qj Berisavljević, Z., Berisavljević D., Marjanović M., 2021. Stabilnost kosina u stijenskoj masi) Smicanje bloka (planarno klizanje) predstavlja poseban oblik smicanja klina. ...Ksenija Gredić. Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta, 2024
-
Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta
Ksenija Gredić (2024)Katedra za Geotehniku održala je sednicu na kojoj mi je odobrena tema za završnirad pod naslovom “Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta” u opštini Kotor.Za mentora je izabran van.prof.Miloš Marjanović, dok za članove komisije su izabrani prof.dr. Biljana Abolmasov i doc.dr. Zoran Berisavljević. Tokom izrade završnog rada, korišćeni su podaci iz “Elaborata o rekonstrukciji magistralnog puta M-1 (M-2), dionica Lipci-Ljuta, dužine cca 15km”, kao i ostala odgovarajuća stručna literatura. Na osnovu terenskih radova i dobijenih rezultata ...... Marjanović, dok za članove komisije su izabrani prof.dr. Biljana Abolmasov i doc.dr. Zoran Berisavljević. Tokom izrade završnog rada, korišćeni su podaci iz “Elaborata o rekonstrukciji magistralnog puta M-1 (M-2), dionica Lipci-Ljuta, dužine cca 15km”, kao i ostala odgovarajuća stručna literatura ...
... Beograd 3. Doc.dr. Zoran Berisavljević, član Rudarsko — geološki fakultet, Beograd Datum odbrane: REZIME I KLJUČNE RIJEČI: Katedra za Geotehniku održala je sjednicu na kojoj mi je odobrena tema za završni rad pod naslovom “Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci- ...
... 85) + qj Berisavljević, Z., Berisavljević D., Marjanović M., 2021. Stabilnost kosina u stijenskoj masi) Smicanje bloka (planarno klizanje) predstavlja poseban oblik smicanja klina. ...Ksenija Gredić. Analiza stabilnosti kosine na magistralnom putu M-1, deonica Lipci-Ljuta, 2024
-
Analize stabilnosti pokosa metodama granične ravnoteže i smanjenja parametara čvrstoće tla
Berisavljević Zoran, Berisavljević Dušan, Čebašek Vladimir, Rakić Dragoslav. "Analize stabilnosti pokosa metodama granične ravnoteže i smanjenja parametara čvrstoće tla" in Građevinar 67 no. 10, Zagreb, Croatia:Hrvatski savez građevinskih inženjera (2015): 975-983. https://doi.org/10.14256/JCE.1030.2014
-
Characterisation of collapsing loess by seismic dilatometer
Berisavljević Dušan, Berisavljević Zoran, Čebašek Vladimir, Nenad Šušić. "Characterisation of collapsing loess by seismic dilatometer" in Engineering Geology no. 181, Amsterdam, Netherlands:Elsevier BV (2014): 180-189. https://doi.org/10.1016/j.enggeo.2014.07.011
-
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
-
Geotechnical characteristics of industrial waste slag and sludge from Smederevo steel mill, Serbia
Rakić Dragoslav, Basarić Irena, Berisavljević Zoran, Berisavljević Dušan. "Geotechnical characteristics of industrial waste slag and sludge from Smederevo steel mill, Serbia" in Journal of Environmental Protection and Ecology 17 no. 2, Thessaloniki, Greece:Balkan Environmental Association (B.EN.A.) (2016): 512-522
-
Definisanje parametara čvrstoće na smicanje heterogene flišne stenske mase – Deo I (inženjerskogeološke karakteristike)
Berisavljević Zoran, Rakić Dragoslav, Šušić Nenad, Berisavljević Dušan. "Definisanje parametara čvrstoće na smicanje heterogene flišne stenske mase – Deo I (inženjerskogeološke karakteristike)" in Zbornik radova sa šestog naučno-stručnog međunarodnog savetovanja - Geotehnički aspekti građevinarstva, Vršac:Savez građevinskih inženjera Srbije (2015): 129-138