Претрага
726 items
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Geologija i geneza crvenih boksita Crne Gore
Marko Pajović (1996)Marko Pajović. Geologija i geneza crvenih boksita Crne Gore, Beograd:Rudarsko Geološki Fakultet, 1996
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The Dinaride Ophiolite Belt – derived olistostrome melange at the northen slope of Moračka Kapa (Montenegro): evidence of the emplacement of the southeast Bosnian-Durmitor terrane
Karamata Stevan, Dimitrijević Mara, Dimitrijević Milorad, Ercegovac Marko, Kalezić M., Milovanović Dragan, Mirković M., Olujić Jovan, Popvić A., Pajović M., Radosinović M., Stijović V., Sudar Milan, Cvetković Vladica, Šarić Kristina, Zakaridze G. (2010)Karamata Stevan, Dimitrijević Mara, Dimitrijević Milorad, Ercegovac Marko, Kalezić M., Milovanović Dragan, Mirković M., Olujić Jovan, Popvić A., Pajović M., Radosinović M., Stijović V., Sudar Milan, Cvetković Vladica, Šarić Kristina, Zakaridze G.. "The Dinaride Ophiolite Belt – derived olistostrome melange at the northen slope of Moračka Kapa (Montenegro): evidence of the emplacement of the southeast Bosnian-Durmitor terrane" in Bulletin Classe des sciences mathématiques et natturalles - Sciences natturalles 140 no. 46, Beograd:Srpska akademija nauka i umetnosti (2010): 29-40
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Hidrohemijska zonalnost vodonosnih naslaga Srema
Marko M. Stanić (2004)Marko M. Stanić. Hidrohemijska zonalnost vodonosnih naslaga Srema, Beograd:Rudarsko-geološki fakultet, 2004
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Palinološka analiza glavnog i povlatnog ugljenog sloja u Moluhama
Marko D. ERCEGOVAC (1964)Marko D. ERCEGOVAC. Palinološka analiza glavnog i povlatnog ugljenog sloja u Moluhama, Beograd:Rudarsko-geološki fakultet, 1964
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Flood protection and water utilization of karst poljes: example of Gatačko Polje, Eastern Herzegovina
Tina Dašić, Ljiljana Vasić (2020)Earth-Surface Processes,Geology, Pollution, Soil Science, Water Science and Technology, Environmental Chemistry,Global and Planetary ChangeTina Dašić, Ljiljana Vasić. "Flood protection and water utilization of karst poljes: example of Gatačko Polje, Eastern Herzegovina" in Environmental Earth Sciences, Springer Science and Business Media LLC (2020). https://doi.org/10.1007/s12665-020-08987-4
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3D Terrestrail Laser scanning and GPS Technology for slope stability investigations-case studies
Abolmasov Biljana, Pejić Marko (2012)Abolmasov Biljana, Pejić Marko. "3D Terrestrail Laser scanning and GPS Technology for slope stability investigations-case studies" in 2nd Project workshop-Monitoring and analysis for disaster mitigation of landslides, debris flow and floods, Book of Abstracts 1 no. 1, Rijeka, Croatia:University of Rijeka and JICA (2012): 81-84
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3D Terrestrail Laser scanning and GPS Technology for slope stability investigations-case studies
Abolmasov Biljana, Pejić Marko (2011)Abolmasov Biljana, Pejić Marko. "3D Terrestrail Laser scanning and GPS Technology for slope stability investigations-case studies" in 2nd project workshop of the monitoring and analyses for disaster mitigation of landslides, debris flow and floods, 15-17, December 2011, Faculty of Civil Engineering University of Rijeka, Rijeka, Croatia 1 no. 1, Rijeka, Croatia:University of Rijeka and JICA (2011)
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Distribucija obojenih metala u potočnim sedimentima planine Bjelasice i njihov metalogenetski značaj
Marko Pajović. –Titograd, 1981 (1981)Marko Pajović. –Titograd| 1981. Distribucija obojenih metala u potočnim sedimentima planine Bjelasice i njihov metalogenetski značaj, Beograd:Rudarsko-geološki fakultet, 1981
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Pre-failure deformation monitoring as rockfall prediction tool
... 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 Vranić | IOP ...
... 1 Pre-failure deformation monitoring as rockfall prediction tool Miloš Marjanović1, Biljana Abolmasov1, Zoran Berisavljević1, Marko Pejić2, and Petko Vranić2 1University of Belgrade, Faculty of Mining and Geology, Đušina 7, Belgrade, Serbia 2University of Belgrade, Faculty ...
... rockfall monitoring in the Montserrat massif (Catalonia, NE Spain). Eng. Geol. 219 4–20 [7] Marjanović M, Abolmasov B, Djurić U, Zečević S and Šušić V 2013 Basic kinematic analysis of a rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site. Proc. of the EUROCK 2013, 21-26 ...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
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Споменица 1991. – 2015. година: 135 година геологије и 70 година рударства на Универзитету у Београду
... ЛМС Д. Гагић В. Симеуновић, Н. Гојковић, Д. Ђукановић 134. Јовичић Г. Драган 05.02.2010. Гасно лежиште Итетебеј "G3" у функцији подземног складишта гаса Тех. бушења и експло. теч. и гас. мин. сир. В. Митровић Н. Лилић, Р. Бизјак 135. Леонтијевић Д. Марко 19.03.2010. ...
... експлоатацје Рударство В. Павловић; Р. Симић; Б. Николић 60. Илић Саша 24.12.1996. Оптимизација параметара одлагалишта површинских копова лигнита у функцији техничке рекултивације Геологија В. Павловић; Р. Симић; С. Дожић 61. Пајовић Марко 26.12.1996. Геологија и генеза ...
... 2001. Хидрогеолошке карактеристике слива Бококоторског залива Рег. хидрогеологија и хидрохемија В. Драгишић З. Стевановић, П. Докмановић, Б. Мијатовић, М. Радуловић 138. Бабовић М. Марко 14.11.2001. Оцена угљоносности у угљеној зони Костолац, Смедеревско подунавље - Ковин Лежишта ...главни и одговорни уредник Душан Поломчић. Споменица 1991. – 2015. година: 135 година геологије и 70 година рударства на Универзитету у Београду, Београд : Универзитет у Београду, Рударско-геолошки факултет, 2016
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Analysis of a simplified model for determining rock mass oscillation velocity at the Kovilovača open pit
... registered rock mass oscillation velocities v, is given, as well as calculated rock mass oscillation velocities from v,, to v,s , for models 1 — 5. Table 3. Review of registered and calculated rock mass oscillation velocities for models 1-5 V, [cm/s| a [cm/s V;s [cm/s] 21.8117 55.3430 55.9536 ...
... component, • V, — rock mass oscillation velocity vertical component, • Y, — rock mass oscillation velocity horizontal longitudinal component. Based on that, maximum, i.e., resulting rock mass oscillation velocity V, can be determined using following equation: 2 2 2 V,OS NM +V TV 3 Q) 3. ROCK ...
... explosive Q , calculated values of reduced distances R., registered values of rock mass oscillation velocities per components V,, V,, V, and resulted rock mass oscillation velocities v, for blasting I — I, at the total of ten measured points MP, are presented in Table 2. 200 Table 2. Review of blasting ...Suzana Lutovac, Miloš Gligorić, Jelena Majstorović, Luka Crnogorac. "Analysis of a simplified model for determining rock mass oscillation velocity at the Kovilovača open pit" in 9th International Conference Mining and Environmental protection MEP, 24 – 27 May 2023, Sokobanja, Serbia, Belgrade : University of Belgrade-Faculty of mining and geology (2023)
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Threshold-induced correlations in the Random Field Ising Model
... ˆT i b V T i V b S i b V b S i V(S ; ) ( ; )/ , (S ; ) ( ; ), (4)b x b x x th th th 1 th hold for the duration T(i; Vth) and size ∫= ′ ′ −S i V f t dt V T i V( ; ) ( ) ( ; ) t t ith th th s e , and also for the following types of waiting times: = = = ˆ ˆ ˆ T i b V T i V b T i b V T i V ...
... =ζ ζ+ − + −D T b b V b b D T V D b S b V b b D S V( / ; , ) ( ; , ), ( ; , ) ( ; , ), (13)T x w T S x x w x Sth 1 th 1 th 1 th λ λ=ζ +D T b b V b b D T V( / ; , ) ( ; , ), (14)T x w Tint th 1 int thint int λ λ λ λ = = . ζ ζ + + D T b b V b b D T V D T b b V b b D T V ( / ; , ) ( ; , ...
... )i T( ) int th int , n T V( ; )i T( ) end th end , and n T V( ; )i T( ) ini th ini corresponding to internal waiting time Tint, and contributions Tend and Tini to the external waiting time, respectively. �ese numbers obey: = =− ˆ ˆn T b b V n T V n b S b V n S V( / ; ) ( ; ), ( ; ) ( ; ), (8)i ...Sanja Janićević, Dragutin Jovković, Lasse Laurson, Đorđe Spasojević. "Threshold-induced correlations in the Random Field Ising Model" in Scientific Reports, Springer Science and Business Media LLC (2018). https://doi.org/10.1038/s41598-018-20759-6
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Parameter determination of soil oscillation law using quotient of the relative growth increments of oscillation velocity and reduced distances at “Nepričava“ open pit mine
... operation of relation (10) we obtain: 1 21 1 2 1 ... log log ... N N N N v v vR n R R R v where we find: 1 2 1 1 1 2 ... log log ... N N N N v v v v n R R R R (11) By the replacement ...
... R1, i = 2, 3, ..., N, from the equation (9), we can take that: 1 1 2,3,..., n i i R v v i N R from where the relation is obtained: 1 1 2 1 1 2 ... ... n N N N N R v v v v R R R (10) From the relation (10), we can determine ...
... have approximately the same value (Lutovac, 2010) which will be marked (-n), meaning that: v v n R R (2) Thereby it can be considered that: 0 lim R v v n R R which means that is: 12 ...Suzana Lutovac, Sanja Bajić, Marina Ravilić, Radmila Gaćina. "Parameter determination of soil oscillation law using quotient of the relative growth increments of oscillation velocity and reduced distances at “Nepričava“ open pit mine" in Underground Mining Engineering, Belgrade : University of Belgrade, Faculty of Mining and Geology (2015). https://doi.org/10.5937/podrad1526009L
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Models of Determining the Parameters of Rock Mass Oscillation Equation with Experimental and Mass Blastings
... 1%, the oscillation velocity of the soil v will decrease (increase) by approximately n% [8]. Indeed, for h = ± R 100 = ±1%R, from (12) we obtain: v ( R ± R 100 ) ≈ v(R)∓ n· R 100 · v(R) R , v ( R ± R 100 ) ≈ v(R)∓ n· v(R) 100 , v(R ± 1%R) ≈ v(R)∓ n%·v(R). (14) 3.3. Models to Determine the ...
... applied to the function v(R) from (7), in the final growth increment, we obtain: v(R + h) ≈ v(R) + h·v′(R + θ·h), 0 < θ < 1. (11) For small absolute values h, from (11), we obtain the relation: v(R + h) ≈ v(R) + h·v′(R). (12) Having (10) in mind, relation (12) becomes: v(R + h) ≈ v(R)− n·h·v(R) R . (13) ...
... written in the form: v(R) = K-R™. (7) Then from the Equation (7) for the derivation v’(R), we obtain: o'(R) = —n-K-R-"1, (8) Minerals 2018, 8, 70 5 of 18 which may be written in the form: v′(R) = − n R ·K·R−n. (9) Having in mind Equation (7), from the Equation (9), we obtain: v′(R) = −n·v(R) R ...Suzana Lutovac, Branko Gluščević, Rade Tokalić, Jelena Majstorović, Čedomir Beljić. "Models of Determining the Parameters of Rock Mass Oscillation Equation with Experimental and Mass Blastings" in Minerals, Basel : MDPI AG, Basel, Switzerland (2018). https://doi.org/10.3390/min8020070
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Primena 3D terestričkog laserkog skeniranja kosine Letnja pozornica u Beogradu
Abolmasov Biljana, Pejić Marko, Zečević Snežana. "Primena 3D terestričkog laserkog skeniranja kosine Letnja pozornica u Beogradu" in Zbornik radova / Četvrto naučno-stručno savetovanje Geotehnički aspekti građevinarstva, Zlatibor, 1.-3. novembar 2011. godine, Zlatibor, Srbija:Savez građevinskih inženjera Srbije (2011): 293-300
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The analysis of Umka landslide dynamics based on automated GNSS monitoring
Abolmasov Biljana, Pejić Marko, Šušić Vladimir. "The analysis of Umka landslide dynamics based on automated GNSS monitoring" in Landslide and Flood Hazard Assessment, Zagreb, Croatia, 6-9 March 2013 : abstract proceedings / 1st Regional Symposium on Landslides in the Adriatic-Balkan Region, 3rd Workshop of the Croatian-Japanese Project Risk Identification and Land-Use Plannin, Zagreb, Croatia:University of Zagreb, Croatia and JICA (2013): 54-55
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The analysis of landslide dynamics based on automated GNSS monitoring
Abolmasov Biljana, Pejić Marko, Šušić Vladimir. "The analysis of landslide dynamics based on automated GNSS monitoring" in Proceeding of the 1st Regional Symposium on Landslides in the Adriatic-Balkan Region - 1st ReSyLAB 2013 1 no. 1, Zagreb, Croatia:Univesrity of Zagreb, Faculty of Minig, geology and Petroleum Engineering and University of Rijeka, Faculty for Civil Engineering (2015): 187-191
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Analiza tehničkih karakteristika mobilne drobilice Mobicat MC125 ZS Kleemann na površinskom kopu krečnjaka
Lazić Marko, Đenadić Stevan, Miletić Filip. "Analiza tehničkih karakteristika mobilne drobilice Mobicat MC125 ZS Kleemann na površinskom kopu krečnjaka" in Zbornik radova, IX simpozijum sa međunarodnim učešćem „Rudarstvo 2018“, Vrnjačka banja, 22-24 maj 2018, Beograd:Privredna komora Srbije (2018): 178-188
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Condition of support systems in GVH-1A ventillation drift in „Jasenovac“ mine
Crnogorac Luka, Mladenović Marko, Halilović Dževdet. "Condition of support systems in GVH-1A ventillation drift in „Jasenovac“ mine" in 10th Regional Congress of Students of Geotechnical Sciences „GEOREX“, Tuzla:Rudarsko Geološko Građevinski Fakultet (2017): 64-70
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Analiza metoda georeferenciranja podataka terestričkog laserskog skeniranja
Pejić Marko, Božić Branko, Abolmasov Biljana. "Analiza metoda georeferenciranja podataka terestričkog laserskog skeniranja" in Tehnika, Naše građevinarstvo 67 no. 2, Beograd, Srbija:Savez inzenjera i tehničara Srbije (2013): 213-220