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90 items
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Geotehnički uslovi izgradnje tunela „Debelo brdo“ na autoputu E-80 Niš - Pločnik
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 ...... the construction of the tunnel in open excavation (temporary excavation securing by installing piles is provided), and the geotechnical conditions for tunnel excavation with a partially modified model in relation to the proposed design solution. Keywords: Debelo brdo tunnel, Geotechnical parameters ...
... Kozaracka 2a, drlukic.lukic@gmail.com Abstract: The "Debelo brdo" tunnel is named after the most pronounced relief form on this second section of the E-80 Nis - Plocnik highway. The basic geological structure at the location of the tunnel consists of the Mio-Pliocene complex of heterogeneous l ...
... uslovi izgradnje tunela „Debelo brdo“ na autoputu E-80 Niš - Pločnik Dragoslav Rakić, Radojica Lapčević, Irena Basarić Ikodinović, Dragan Lukić Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Geotehnički uslovi izgradnje tunela „Debelo brdo“ na autoputu E-80 Niš ...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)
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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
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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 ...... sands, coal clays etc.) and upper - built mainly of sands with rare sandy clay layers and gravel lenses. On one part of the highway route (on „Debelo Brdo“ slopes, zone from 9.0-12.0 km), unstable terrains were determined, whose relief forms are characteristic for suspended landslides (Figure ...
... sliding is determined which affected weathering zone of Neogene sediments). Within this section, construction of three tunnels is planned: „Debelo brdo“, „Slatina“ and „Bozurna“. 3.2.2. Section: bypass Prokuplje (km: 17.2-23.5) On this section, geological structure is complex in neotectonic ...
... complex is saturated, and larger number of active wells is registered in the zone of outlet portal of the tunnel „Bozurna“, so the permanent influence of groundwater on the tunnel is expected (it is confirmed by observations in piezometers). Older Neogene complex has a large distribution ...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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The Importance of Detailed Groundwater Monitoring for Underground Structure in Karst (Case Study: HPP Pirot, Southeastern Serbia)
... operating regime of the tunnel (whether it is in or of operation—online or offline). While the tunnel was operating (online), monitoring was conducted at observation wells along the tunnel (approx 15 m distant), a control gate (water losses), springs, and a stream in the vicinity of the tunnel. Areas of the potential ...
... observation wells and at the control gate. While the tunnel was offline (empty tunnel) it was possible to access the tunnel, and in situ monitoring proved to be of great importance. Observations of quantitative parameters pointed out hydraulically critical tunnel zones, whilst the qualitative characteristics ...
... lining of the tunnel. The applied methodology shows that a detailed observation program should be an important task of sustainable tunnel management. Keywords: water-conveyance tunnel; complex hydrogeologic system; hydraulic behavior; in situ tests; groundwater aggressiveness; tunnel vulnerability ...Marina Čokorilo Ilić, Ana Mladenović, Marina Ćuk, Igor Jemcov. "The Importance of Detailed Groundwater Monitoring for Underground Structure in Karst (Case Study: HPP Pirot, Southeastern Serbia)" in Water, MDPI AG (2019). https://doi.org/10.3390/w11030603
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Hydraulic impact of pressure transients from water conveyance tunnel on the complex hydrogeological system: A case study HPP
Tunel pod pritiskom, Unutrašnji pijezometri, Tranzijenti pritiska, Karstna izdan, Pukotinska izdan, Hidraulički odziv... rock instead of the lining, making the tunnel smooth and protecting the surrounding rock (Zhou et al., 2016). Despite the performance of lining and grouting in the tunnel, achieving complete impermeability remains unattainable. Consequently, the tunnel interacts with geological environments and ...
... reservoir-tunnel-surge tank-penstock-turbine (Fig. 2), which further goes to the compensation reservoir and eventually downstream to Transients in hydraulic tunnel Power plant operation involves frequent load changes and generates significant hydraulic transients in the pressure tunnel, creating ...
... conveyance tunnel on the complex hydrogeological system: A case study HPP Igor Jemcov, Maja Todorović, Aleksandar Jemcov, Marina Ćuk Đurović Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Hydraulic impact of pressure transients from water conveyance tunnel on the ...Igor Jemcov, Maja Todorović, Aleksandar Jemcov, Marina Ćuk Đurović. "Hydraulic impact of pressure transients from water conveyance tunnel on the complex hydrogeological system: A case study HPP" in Journal of Hydrology, Pirot, 2024, Elsevier BV (2024). https://doi.org/10.1016/j.jhydrol.2024.132068
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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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Hydrochemical impact of the hydraulic tunnel on groundwater in the complex aquifer system in Pirot, Serbia
Hidrogeohemijski procesi, hidrohemijske promene, karstna izdan, tunel pod pritiskom, multivarijantne statističke analizeMarina Ćuk, Igor Jemcov, Ana Mladenović, Marina Čokorilo Ilić. "Hydrochemical impact of the hydraulic tunnel on groundwater in the complex aquifer system in Pirot, Serbia" in Carbonates and Evaporites, Springer Science and Business Media LLC (2020). https://doi.org/10.1007/s13146-020-00563-y
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Simulation of Hydrogeological Environmental Discharge in Case of Interruption Constant Observations
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
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Case Study of Ventilation Method Development for Bar-Boljare Highway Tunnel Construction in Montenegro
Cvjetić Aleksandar, Lilić Nikola, Čokorilo Vojin, Milisavljević Vladimir. "Case Study of Ventilation Method Development for Bar-Boljare Highway Tunnel Construction in Montenegro" in Tehnika LXXII no. 5, Beograd:Savez Inžinjera i Tehničara Srbije (2017): 667-674
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Multiple-Criteria Decision-Making in Mine Development Planning
Sanja Bajić (2023)The Borska Reka ore deposit is an experimental location where developed methodologies have been applied. It is the largest ore body within the Bor mining complex, which has been the subject of numerous studies and analyses for more than three decades. The paper focuses on the application of FAHP and the VIKOR method to address ranking of alternatives and select the optimal mining method by means of fuzzy multicriteria optimization.Sanja Bajić. "Multiple-Criteria Decision-Making in Mine Development Planning" in Proceedings of the 5th International Underground Excavations Symposium, 5-6-7 June 2023, Istanbul, Topkapi : Dinç Ofset Mat. Rek. San. ve Tic. Ltd. Şti. (2023)
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Uniaxial compressive strength test before and after standard fire test on rock mass
Stefan Mitrović, Goran Todorović, Bojan Kostić, Milica Mirković-Marjanović, Nikola Božović, Marija Krstić, Aleksandar Erić, Radovan Gospavić, Snežana Ilić, Aleksandar Kijanović (2022)... was brought from location where traffic tunnel is being built. It is the Laz tunnel, length 2.850 meters, on the section of highway E-763 Miloš Veliki, from Preljina to Požega. Currently, section from Pakovraće to Požega is being built, within which this tunnel is 433 Fifth symposium of the Macedonian ...
... and tunnels. If strength of the rock is lower, it will have an impact on the tunnel structure, different measures will be required to ensure the excavation and a larger amount of material needed for construction of tunnel structure. Incidental actions in tunnels, such as fire, can also affect strength ...
... is of such composition, it will disintegrate at high temperatures. For tunnel structure, this significant drop in strength after standard fire test is not dangerous, because due to existence of primary and secondary tunnel structure, the rock itself will not develop as high temperatures in case ...Stefan Mitrović, Goran Todorović, Bojan Kostić, Milica Mirković-Marjanović, Nikola Božović, Marija Krstić, Aleksandar Erić, Radovan Gospavić, Snežana Ilić, Aleksandar Kijanović. "Uniaxial compressive strength test before and after standard fire test on rock mass" in Fifth symposium of the Macedonian Association for Geotechnics, Ohrid, North Macedonia, 23-25. 06. 2022, Macedonian Association for Geotechnics (2022)
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Analysis of the impact of blasting on construction facilites and environment in the preparation of the tunnel portal Sarlah near Pirot (south Serbia)
Ravilić Marina, Bogdanović Bojana, Lutovac Suzana, Bajić Sanja, Gaćina Radmila. "Analysis of the impact of blasting on construction facilites and environment in the preparation of the tunnel portal Sarlah near Pirot (south Serbia)" in XXIII International Conference „ECOLOGICAL TRUTH“ ECO-IST15, Kopaonik, Serbia, :University of Belgrade – Technical Faculty in Bor (2015): 212-217
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Дефинисање комплексног хидрогеолошког система на примеру хидротехничког тунела ХЕ Пирот - Defining a complex hydrogeologic system – Case Study: Hydrotechnical Tunnel HPP Pirot
Марина Чокорило Илић, Марина Ћук, Ана Младеновић, Игор Јемцов. "Дефинисање комплексног хидрогеолошког система на примеру хидротехничког тунела ХЕ Пирот - Defining a complex hydrogeologic system – Case Study: Hydrotechnical Tunnel HPP Pirot" in 17. Конгрес геолога Србије, Врњачка бања 17-20. мај 2018. - 17th Serbian Geological Congress, Vrnjačka Banja, May 17-20 2018, Српско геолошко друштво (2017)
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Problemi i uzajamna povezanost eklogita i amfibolita u metamorfnom kompleksu Stalačkih brda
Slobodan Joksimović (1978)Slobodan Joksimović. Problemi i uzajamna povezanost eklogita i amfibolita u metamorfnom kompleksu Stalačkih brda, Beograd:Rudarsko-geološki fakultet, 1978
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Deprimiranje minerala pirita iz ležišta Novo brdo" kompleksnim ferocijanidnim solima"
Milena Kostović (1989)Milena Kostović. Deprimiranje minerala pirita iz ležišta Novo brdo" kompleksnim ferocijanidnim solima", Beograd:Rudarsko-geološki fakultet, 1989
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Poboljšanje tehničko-tehnoloških efekata kvantitativnih parametara eksploatacije u rudniku Belo brdo""
Milenko Petrović (1997)Milenko Petrović. Poboljšanje tehničko-tehnoloških efekata kvantitativnih parametara eksploatacije u rudniku Belo brdo"", Beograd:Rudarsko-geološki fakultet, 1997
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Komparativna analiza efektivnosti ulganja u geološka istraživanja ležišta Belo Brdo| Crnac i Žuta Prlina
Nada Janković (1977)Nada Janković. Komparativna analiza efektivnosti ulganja u geološka istraživanja ležišta Belo Brdo| Crnac i Žuta Prlina, Beograd:Rudarsko-geološki fakultet, 1977
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Metodika istraživanja morfološki složenih rudnih tela polimetaličnog ležišta Belo brdo-Kopaonik
Mališa Mladenović (2007)Mališa Mladenović. Metodika istraživanja morfološki složenih rudnih tela polimetaličnog ležišta Belo brdo-Kopaonik, Beograd:Rudarsko-geološki fakultet, 2007
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Izučavanje mogućnosti promene parametara postojeće metode otkopavanja rudnog tela br. 2. u rudniku Novo brdo u cilju većeg iskorišćenja rude
Faoiz Hudeifi (1984)Faoiz Hudeifi. Izučavanje mogućnosti promene parametara postojeće metode otkopavanja rudnog tela br. 2. u rudniku Novo brdo u cilju većeg iskorišćenja rude, Beograd:Rudarsko-geološki fakultet, 1984
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Primarni i sekundarni karbonati u Pb i Zn ležištima Stari Trg, Belo Brdo i Kiževak
Zorica P. Tomić (2005)Zorica P. Tomić. Primarni i sekundarni karbonati u Pb i Zn ležištima Stari Trg, Belo Brdo i Kiževak, Beograd:Rudarsko Geološki Fakultet, 2005