96 items

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  Geotechnical conditions of “Debelo brdo” tunnel construction on the highway E-80: Nis-Merdare-Pristina (“Peace Highway”) cite

  Dragoslav Rakić, Irena Basarić Ikodinović, Radojica Lapčević, Dragan Lukić (2024)

  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 ...

  „Debelo brdo“ tunnel, temporary slopes, open cut excavation, tunnel excavation, piles

  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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  Development and Application of Methodology for Quantification of Overbreaks in Hard Rock Tunnel Construction cite

  Zoran Berisavljević, Dragoljub Bajić, Vojkan Jovičić (2023)

  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 construction

  Zoran 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 М22

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  Geotehnički uslovi izgradnje tunela „Debelo brdo“ na autoputu E-80 Niš - Pločnik cite

  Dragoslav Rakić, Radojica Lapčević, Irena Basarić Ikodinović, Dragan Lukić (2022)

  Tunel „Debelo brdo“ nazvan je po najizraženijem relјefnom obliku na ovoj drugoj deonici autoputa E-80 Niš – Pločnik. Osnovnu geološku građu na lokaciji tunela čini Mio-Plioceni kompleks heterogenog litološkog sastava. Izgradnja tunela je predviđena delom u otvorenom iskopu dužine 240 m, a delom sa podzemnim iskopom dužine 190 m. U zoni tunela, padina je okarakterisana kao uslovno stabilna, pa bi neadekvatna zasecanja mogla da izazovu klizanja terena. Iz tih razloga, u okviru rada posebno su prikazani geotehnički uslovi izgradnje ...

  Tunel „Debelo brdo“, Geotehnički parametri, Privremene kosine, Šipovi, Podgrada.

  Dragoslav Rakić, Radojica Lapčević, Irena Basarić Ikodinović, Dragan Lukić. "Geotehnički uslovi izgradnje tunela „Debelo brdo“ na autoputu E-80 Niš - Pločnik" in Četvrti Srpski kongres o putevima, 2-3. jun 2022., Beograd : Srpsko društvo za puteve Via Vita (2022) М33

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  High cuts on the critical path of the construction of Corridor 10 through Grdelica Gorge: design and construction cite

  Berisavljević Zoran, Šušić Nenad, Ćorić Slobodan, Rakić Dragoslav (2016)

  Berisavljević Zoran, Šušić Nenad, Ćorić Slobodan, Rakić Dragoslav. "High cuts on the critical path of the construction of Corridor 10 through Grdelica Gorge: design and construction" in Zbornik sedmega posvetovanja slovenskih geotehnikov, Ljubljana:Slovensko geotehniško društvo (2016): 65-69 M33

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  Geotechnical aspects for construction of bank revetment along the Sava river for the “Belgrade waterfront” cite

  Rakić Dragoslav, Basarić Irena, Stanić Nemanja, Filipović Vladimir, Berisavljević Dušan (2018)

  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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  Methodology of Geotechnical Investigation of Terrain for Road Design and Construction in Bendel State of Nigeria cite

  Henry N. Erebor (1980)

  Geotechnical investigation, methodology, road design, Nigeria

  Henry N. Erebor. Methodology of Geotechnical Investigation of Terrain for Road Design and Construction in Bendel State of Nigeria, Faculty of Mining and Geology, 1980

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  Characterization and Environmental Evaluation of Recycled Aggregates from Construction and Demolition Waste in Belgrade City Area (Serbia) cite

  Filip Abramović, Miroslav Popović, Vladimir Simić, Vesna Matović, Radmila Šerović (2024)

  Sustainable consumption of construction materials is an important segment of sustainable development goals towards reducing climate change. Since the consumption of natural aggregates raises environmental concerns, there is an increasing demand for use of recycled aggregates (RAs), as it enhances social and environmental benefits and creates a market opportunity. This paper presents the practice of using recycled construction and demolition waste (CDW) in the Belgrade city area (Serbia) as a resource. Two groups of CDW from Vinˇca landfill site ...

  građevinski otpad (CDV), reciklirani agregati, prirodni agregati, uticaj na životnu sredinu, substitucija, deponija

  Filip Abramović, Miroslav Popović, Vladimir Simić, Vesna Matović, Radmila Šerović. "Characterization and Environmental Evaluation of Recycled Aggregates from Construction and Demolition Waste in Belgrade City Area (Serbia)" in Materials, MDPI AG (2024). https://doi.org/10.3390/ma17040820 М21

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  Control of substructure construction of railways in the Republic of Serbia cite

  Dragan Lukić, Dragoslav Rakić, Irena Basarić Ikodinović (2022)

  Контрола збијености природног тла (у ископу) или збијеног у насипу при изградњи саобраћајница представља један од основних облика контроле квалитета доњег строја. Код изградње брзих саобраћајница (аутопутеви и брза железница) приоритет је постизање високог нивоа контроле извршених радова. У циљу онемогућавања диференцијалног слегања (при изградњи насипа), или промене запремине услед допунског збијања материјала, које неминовно доводе до деформација, потребно је извршити оптимално збијање материјала. У оквиру овог рада приказује се техничка регулатива која регулише контролу збијености при изградњи железничке ...

  доњи строј, техничка регулатива, насип, збијеност, контрола

  Dragan Lukić, Dragoslav Rakić, Irena Basarić Ikodinović. "Control of substructure construction of railways in the Republic of Serbia" in International Conference On Contemporary Theory and Practice in Construction XV, Banja Luka 16-17 jun 2022., University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy (2022) М33

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  Geotechnical Conditions for Construction of Savski Trg Metro Station as a Part of the Belgrade Metro Line One cite

  Nemanja Stanic, Dragoslav Rakic, Josip Isek, Slavoljub Simic (2024)

  In order to solve serious traffic congestion in Belgrade, a number of studies regarding the Belgrade Metro construction have been carried out since 1973. However, only in 2019, the routes of the future metro lines 1 and 2 were de-fined as a part of the General Metro Construction Project. The lines are de-signed to intersect at the location of Sava Square, where an interchange met-ro station will be built. It represents a complex geotechnical structure consist-ing of three different ...

  metro station, geotechnical modelling, displacements

  Nemanja Stanic, Dragoslav Rakic, Josip Isek, Slavoljub Simic. "Geotechnical Conditions for Construction of Savski Trg Metro Station as a Part of the Belgrade Metro Line One" in Lecture Notes in Civil Engineering, Springer Nature Singapore (2024). https://doi.org/10.1007/978-981-97-8221-5_11 М33

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  Rock excavation methods in urban areas cite

  Stefan Milanović, Lazar Kričak, Milanka Negovanović, Nikola Simić, Jovan Marković, Nikola Đokić (2023)

  Povećan obim građevinskih radova, koji podrazumevaju izgradnju novih stambenih i poslovnih objekata, hotela, garaža, tržnih centara i slično, sve je češći u urbanim sredinama. Ovakvi radovi sve više dolaze u kontakt sa različitom vrstom problema prilikom izgradnje, kao jedan od tih problema izdvajamo pojavu čvrste stenske mase prilikom otkopavanja na lokacijama izgradnje budućih objekata predviđenih građevinskim projektom. Prilikom izgradnje objekata tj. dela objekta koji podrazumeva podzemne prostorije nekog objekta, potrebno je vršiti iskop materijala na lokaciji, međutim taj materijal ...

  urbana sredina, iskopavanje, ekspanzione smeše, kontrolisano miniranje, izgradnja

  Stefan Milanović, Lazar Kričak, Milanka Negovanović, Nikola Simić, Jovan Marković, Nikola Đokić. "Rock excavation methods in urban areas" in Podzemni radovi, Beograd : Rudarsko-geološki fakultet (2023). https://doi.org/10.5937/podrad2342047m М51

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  Geotechnical Conditions of Industrial Waste Landfill Construction for U.S. Steel Serbia cite

  Rakić Dragoslav, Vojnović Bogdan, Berisavljević Dušan, Basarić Irena (2013)

  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 M33

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  Deponija komunalnog otpada – geotehnička građevina (Municipal solid waste – geotechnical construction) cite

  Rakić Dragoslav (2011)

  Rakić Dragoslav. "Deponija komunalnog otpada – geotehnička građevina (Municipal solid waste – geotechnical construction)" in Zbornik radova = Proceedings / 6. simpozijum Reciklažne tehnologije i održivi razvoj sa međunarodnim učešćem, Soko Banja, 18.-21. septembar 2011. godine = 6th Symposium Recycling Technologies and Sustainable Development with International Partici, Soko Banja, Srbija:Tehnički fakultet = Technical Faculty (2011): 530-537 M33

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  Geotechnicsl conditions for construction of bank revetment on the Sava amphitheatre area in Belgrade - Serbia cite

  Rakić Dragoslav, Stanić Nemanja, Basarić Irena, Filipović Vladimir (2018)

  Rakić Dragoslav, Stanić Nemanja, Basarić Irena, Filipović Vladimir. "Geotechnicsl conditions for construction of bank revetment on the Sava amphitheatre area in Belgrade - Serbia" in XVI Danube - European conference on geotechnical engineering – DECGE 2018, Skoplje:Wely (2018): 755-760 M33

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  Inovation of tehnology of construction of underground mining workings by use drilling and blasting metods cite

  Vidanović Nebojša, Đukanović Duško, Dragosavljević Zlatko (2010)

  Vidanović Nebojša, Đukanović Duško, Dragosavljević Zlatko. "Inovation of tehnology of construction of underground mining workings by use drilling and blasting metods" in Technics Technologies Education Management / TTEM 5 no. 4, Sarajevo, Bosna i Hercegovina: (2010): 861-866 M23

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  Application of unconventional methods of underground premises construction in coal mines cite

  Vidanović Nebojša, Ognjanović Saša, Ilinčić Nebojša, Ilić Nebojša, Tokalić Rade (2011)

  Vidanović Nebojša, Ognjanović Saša, Ilinčić Nebojša, Ilić Nebojša, Tokalić Rade. "Application of unconventional methods of underground premises construction in coal mines" in Technics Technologies Education Management / TTEM 6 no. 4, Sarajevo, Bosnia & Herzegovina:DRUNPP, Sarajevo (2011): 861-865 M23

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  Jovanovići deposit: New formation type of dimension and construction stone in Montenegro cite

  Darko Božović, Vladimir Simić (2023)

  Arhitektonsko-građevinski kamen predstavlja jednu od najznačajnijih nemetaličnih mineralnih sirovina Crne Gore, sa brojnim istraženim ležištima karbonatnih mineralnih sirovina od kojih su neka u eksploataciji, među kojima je područje Bjelopavlića najznačajnije. Formaciono-mineragenetskom analizom karbonatnih sedimenata rudnog rejona Bjelopavlića izdvojeno je više formacionih tipova karbonatnih sirovina, među kojima i formacioni tip Jovanovići, kao novi formacioni tip ukrasnog kamena u Crnoj Gori. U radu je dat prikaz rezultata višegodišnje formaciono-mineragenetske analize izvršene na području rudnog rejona Bjelopavlića, geološke karakteristike formacionog tipa Jovanovići, ...

  ukrasni kamen, rezerve, kvalitet, potencijalnost

  Darko Božović, Vladimir Simić. "Jovanovići deposit: New formation type of dimension and construction stone in Montenegro" in Tehnika (2023). https://doi.org/10.5937/tehnika2302159B М52

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  Numerical and experimental diagnostic of dynamic behavior of the rotor-excavator construction cite

  Maneski Taško, Jovančić Predrag, Ignjatović Dragan, Milošević Mitić Vesna, Trišović Nataša (2011)

  Maneski Taško, Jovančić Predrag, Ignjatović Dragan, Milošević Mitić Vesna, Trišović Nataša. "Numerical and experimental diagnostic of dynamic behavior of the rotor-excavator construction" in Third Serbian (28th Yu) Congress on Theoretical and Applied Mechanics 1, Vlasina Lake:Serbian society of mechanics (2011): 629-636 M33

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  Construction of Bijelo Polje bypass on the section over the active landslide “Obrov” cite

  Lapčević Radojica, Maksović Mišo, Bogdanović Snežana, Basarić Irena (2015)

  Lapčević Radojica, Maksović Mišo, Bogdanović Snežana, Basarić Irena. "Construction of Bijelo Polje bypass on the section over the active landslide “Obrov”" in 2st Regional Symposium on Landslides in the Adriatic-Balkan Region - ReSyLAB 2015, Beograd:Rudarsko-geološki fakultet, Univerzitet u Beogradu (2015): 59-59 M34

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  Simulation of Hydrogeological Environmental Discharge in Case of Interruption Constant Observations cite

  Marina Čokorilo Ilić, Dragoljub Bajić, Miroslav Popović (2024)

  Monitoring Network, data, hydrogeological environment, tunnel, simulation

  Marina Čokorilo Ilić, Dragoljub Bajić, Miroslav Popović. "Simulation of Hydrogeological Environmental Discharge in Case of Interruption Constant Observations" in International Scientific Conference - Sinteza 2024, Belgrade, 16. maj 2024, Singidunum University (2024). https://doi.org/10.15308/Sinteza-2024-288-294 М31

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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), cite

  Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Miloš Stevanović (2018)

  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