Претрага
1073 items
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Mineralni i hemijski sastav čestica u atmosferi zone Kolubarskog basena i uticaj na životnu sredinu
Željko R. Cvetković (2013-11-18)Čestice iz vazduha su prikupljane u blizini termoelektrane i površinskih kopovarudnika uglja u Kolubarskom basenu. Izmereni srednji sadržaji koncentracija rastvornih,nerastvornih i ukupnih taložnih materija na godišnjem nivou prelaze 200 mg/m2dan (K-1, K-3, K-4, K-5). Distribucija čestica na svim lokacijama klasifikovana je na česticeveličine veće od 10 μm, zatim na čestice veličine od 10 μm do 2,5 μm i klase česticaveličine ispod 2,5 μm. Ovakva podela je dala odnos koncentracija inhalatornih irespiratornih čestica po mernim mestima. Skenirajuća elektronska mikroskopija jepokazala ...mineral, četica, prašina, leteći pepeo, aerosediment, PM10, teški metali,koncentracija, veličina čestice, Kolubara... M C ,M ,C l,F K-4 M D M M Q F, D F F, D Q F M ,F M ,D H M ,H M ,D Q ,M Q ,F ,H Q ,M ,F Q ,F ,M Q ,F ,M K-3 M G M Q ,G F, D F, M F A ,F Q F G F, M D ,G M ,D Q ,M A Q ,F Q ,F ,M Q ,F ,M F, M ,Q F, G ,M F, M ,D ,A K-2 C o M G M M Q ,G F F, M F, G H ,F ,C ...
... ,C M G M G ,Q D F, M G ,F F, M Q F G M D ,G M G ,M F, M ,Q F, Q Q ,F ,M F, M F, M ,Q M G M Q ,G F F, M F A ,F ,M Q F F F ,A G M Q ,M Q ,F G ,Q ,F ,A Q ,F ,M Q ,F ,G ,M K-2 M G C o C o M Q ,G F, D F F, D Q F, A ,M G F, A ,M G ,D G ,D ,A G ,M ,C o Q ,M ,C o ...
... Q ,M Q ,F ,M C l,F ,Q ,M M ,Q ,F G ,Q ,F M G M M Q ,G D ,F G F, M Q F G D F D ,G M Q D ,F Q ,M ,F Q ,F ,M D ,M M ,Q ,F M G C l M ,C l Q ,G C l,M C ,C l M F, M Q F, M C G G H ,G H ,C l,M Q ,M ,C C l,F ,M Q , H ,C l, F, C C l, G ,M G ,C l,M ,Q C l,G ,C G ,C ...Željko R. Cvetković. "Mineralni i hemijski sastav čestica u atmosferi zone Kolubarskog basena i uticaj na životnu sredinu" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2013-11-18)
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Results of comprehensive monitoring activities on Umka landslide, Belgrade, Serbia
Biljana Abolmasov, Uroš Đurić (2021)... (Ćorić et al. 2016; Abolmasov et al. 2012). This landslide is fan-shaped, with the length along the slope of 900 m, 1650 m wide in the toe, reaching maximum depth of sliding surface at 26 m, and average slope gradient of 9 . Previous geotechnical research has shown that Umka landslide can be described ...
... techniques. Results Displacement rates from GNSS indicate that object point Umka GNSS has moved 0.30 m towards the North and 0.50 m towards the West, while the vertical displacement was approximately -0.15 m for the 2014-2018 time span. Similar range of GNSS displacement rates were found in previously published ...
... confirm that the Umka is a slow to very slow moving landslide. REFERENCES Abolmasov B., Milenković S., Jelisavac B., Vujanić V., Pejić M. and Pejović M., 2012, Using GNSS sensors in real time monitoring of slow moving landslides-a case study. Proceedings of the 11th International and 2nd American ...Biljana Abolmasov, Uroš Đurić . "Results of comprehensive monitoring activities on Umka landslide, Belgrade, Serbia" in 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021, IAEG National Group Greece (2021)
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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 ...... neposredno ispod nje. i zdvojenim im zonama, prognoznim nivoom podzemne vode em m om iskopa, prikazani su na Slici 4. Slika 4. 3. - Tabela 1. I D I m , a maksimalna 36.5 m) laboratorijska Opiti standardne penetracije 8 SPT opita Dilatometarski opit ...
... basaric@rgf.bg.ac.rs 4 Univerzitet u Novom Sadu , , drlukic.lukic@gmail.com Rezime: autoputa E-80 Osnovnu g -Plioceni . Izgradnja tunela je predvi m m. U zoni tunela, padina je okarakterisana kao uslovno stabilna, pa bi neadekvatna zasecanja mogla da izazovu klizanja terena. Iz tih razloga, u okviru ...
... complex of heterogeneous lithological composition. The construction of the tunnel is partly planned in an open excavation 240 m long, and partly with an underground excavation 190 m long. In the tunnel zone, the slope is characterized as conditionally stable, so inadequate cuts could cause sliding of the ...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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Flyrock induced by blasting in surface mining
Milanka Negovanović, Lazar Kričak, Snežana Ignjatović, Stefan Milanović, Jovan Marković, Nikola Simić, Rade Šarac (2022)Miniranje predstavlja i dalje najefikasniji i najjeftiniji način eksploatacije velikih količina čvrstih mineralnih sirovina na površinskim kopovima. Energija eksplozije se koristi za fragmentaciju čvrste stenske mase do zahtevane granulacije. Pored pozitivnih efekata miniranja, postoje i određeni neželjeni efekti svakog procesa miniranja koji se mogu javiti, a to su: potresi tla, razletanje komada stene, vazdušni udari, otrovni i zagušljivi gasovi i prašina. Razletanje komada stene je nekontrolisano izbacivanje fragmenata odminirane stenske mase i predstavlja jedan od glavnih izvora materijalne štete ...Milanka Negovanović, Lazar Kričak, Snežana Ignjatović, Stefan Milanović, Jovan Marković, Nikola Simić, Rade Šarac. "Flyrock induced by blasting in surface mining" in Rudarski glasnik, Beograd : Rudarski institut (2022). https://doi.org/10.25075/BM.2022.05
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Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers
This paper presents a dynamic California Bearing Ratio (CBRd) device that can be used on a prepared pavement foundation layer to obtain a certain parameter of the tested material in the laboratory and in situ in a direct and fast way. For the selected natural material (gravel), it is shown that the laboratory CBRd can be used to estimate the compaction and bearing capacity, because it correlates well with the parameters of the standard and modifed Proctor compaction tests. ...korelacija parametara, donji slojevi saobraćajnica, laboratorijska i terenska ispitivanja, dinamički kalifornijski indeks nosivosti CBRd... density of the sample in Mg/m*. 30 a % - b 200 - ii D tl/(:· AŠ |=} 180 - 70 //E?] “ (-P-4"| AAJA N B D/_T'Jč, ___160 – A “A Ee . PrO M “ A Š Š D n f Č ĆA A -- o B 140 ; _ [- Ž . A a 50 M ~ : AAA AA n 070 - BI A AAAA %Ž mpon-- D A Z AA _ |j A 0 7 O A ŠA -& W m 1 l 100 _Z A a A |} ...
... Radical Statistician: A Beginners Guide to Unleashing the Power of Applied Statistics in the Real World, |im Higgins Publishing, USA (2005). o M T : M m n m p n n — 35 ...
... following material characteristics were determined by testing. The maximum dry bulk density was determined as follows: Pdmax (SP) = 1.97 Mg/m* and pqmax (MP) = 2.06 Mg/m* at the optimal water content w„„i (SP) = 9.5% and Wopt (MP) = 8.6%. The CBR,, SPLT, and LWD were used to estimate the compaction and ...Milan Bogdanović, Snežana Bogdanović, Dragoslav Rakić, Irena Basarić Ikodinović. "Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers" in Soil Mechanics and Foundation Engineering, Springer Science and Business Media LLC (2024). https://doi.org/10.1007/s11204-024-09939-x
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Properties of fly ash and slag from the power plants
This paper describes the physical, chemical and mineral properties of ash and slag, which were taken from thermal power plants Nikola Tesla A, Nikola Tesla B, Kostolac A and Kostolac B. The knowledge of the mineralogical material composition is important because the type of minerals directly determines the properties of the fly ash and slag and their possible application. Laboratory tests showed that ash and slag samples consist of the following minerals: amorphous materials, quartz, feldspar, mullite, melilite, cristobalite, ...fly ash, slag, physical composition, chemical composition, mineral composition, X-ray diffraction method... the amorphous material Q f M Ml An Cr He CaO Total mass (%) NT A – m 58 16 10 5 5 3 3 – – 100 NT A – j 66 17 9 3 2 2 – – – 99 NT B – m 50 17 12 6 4 7 4 – – 100 NT B – j 50 10 14 8 6 7 3 – 2 100 KO A – m 55 7 23 7 – – 4 4 – 100 KO A – j 55 10 12 3 2 10 1 7 – 100 KO B – m 55 19 13 5 – – 5 3 – 100 KO ...
... CaO(0.55) K2O(0.63) Al2O3(0.43) M(0.75) R(0.58) w(0.63) CaO(0.47) K2O(0.77) Al2O3(0.99) M(0.99) R(0.63) <63 M(0.60) AM(0.56) Q(0.59) M(1.00) AM(0.98) Q(0.41) LOI 1000 – loss on ignition 1000 °C; R – module R; AM – the amorphous material; Q – quartz; f – feldspar; M – mullite; Ml – melilite; Cr – c ...
... Range Mena Range NT A – m 0.43 0.30-0.57 40.67 16.0-68.0 2.11 2.05-2.15 11.88 NT A – j 0.29 0.22-0.38 22.67 16.0-30.0 2.09 2.08-2.10 12.76 NT B – m 0.26 0.08-0.71 44.67 35.0-51.0 2.13 2.08-2.20 11.53 NT B – j 0.20 0.15-0.28 51.33 46.0-57.0 2.10 2.05-2.16 13.15 KO A – m 0.17 0.10-0.23 17.33 15.0-19 ...Miloš Šešlija, Aleksandra Rosić, Nebojša Radović, Milinko Vasić, Mitar Đogo, Milovan Jotić. "Properties of fly ash and slag from the power plants" in Geologia Croatica, Zagreb : Croatian Geological Survey (2016). https://doi.org/10.4154/gc.2016.26
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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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Hydrodynamic model of Pirot basin and karst massif of Stara planina
Polomčić Dušan (2012)Polomčić Dušan. "Hydrodynamic model of Pirot basin and karst massif of Stara planina" in International Monography Climate Change and Impacts on Water Supply, Beograd: (2012): 391-416
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Hidrodinamički model Pirotske kotline sa karstnim masivom Stare planine
Polomčić Dušan (2012)Polomčić Dušan. "Hidrodinamički model Pirotske kotline sa karstnim masivom Stare planine" in Climate Change and Impacts on Water Supply, Beograd: (2012): 533-537
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Izvorišta i zahvati podzemnih voda
Dušan Polomčić (2021)Dušan Polomčić. Izvorišta i zahvati podzemnih voda, Beograd : Univerzitet u Beogradu, Rudarsko-geološki fakultet, 2021
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Mineraloška studija ruda gvožđa Zapadne Makedonije (Tajmište)
Dušan Kleut (1964)Dušan Kleut. Mineraloška studija ruda gvožđa Zapadne Makedonije (Tajmište), Beograd:Rudarsko-geološki fakultet, 1964
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Analiza tehnoloških mogućnosti bagera glodara SRs-1200 24/4 + VR
Dušan Stojanović (1975)Dušan Stojanović. Analiza tehnoloških mogućnosti bagera glodara SRs-1200 24/4 + VR, Beograd:Rudarsko-geološki fakultet, 1975
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Ekonomsko-matematička optimizacija tehnologije otkopavanja rezanjem sa posebnim osvrtom na proizvodno-tehničke uslove eksploatacije u rudnicima Rembas"-a"
Dušan Gagić (1979)Dušan Gagić. Ekonomsko-matematička optimizacija tehnologije otkopavanja rezanjem sa posebnim osvrtom na proizvodno-tehničke uslove eksploatacije u rudnicima Rembas"-a", Beograd:Rudarsko-geološki fakultet, 1979
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Doprinos izučavanju mogućnosti uvođenja očvrslog hidroflotacijskog zasipa u uslovima otkopavanja ležišta Dobrevo"-Zletovo"
Dušan Nikolovski (1991)Dušan Nikolovski. Doprinos izučavanju mogućnosti uvođenja očvrslog hidroflotacijskog zasipa u uslovima otkopavanja ležišta Dobrevo"-Zletovo", Beograd:Rudarsko-geološki fakultet, 1991
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Hidrogeološke karakteristike sliva reke Nišave sa posebnim osvrtom na karst i mogućnosti racionalnog korišćenja izdanskih voda
Dušan Marković (1989)Dušan Marković. Hidrogeološke karakteristike sliva reke Nišave sa posebnim osvrtom na karst i mogućnosti racionalnog korišćenja izdanskih voda, Beograd:Rudarsko-geološki fakultet, 1989
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Mogućnosti efikasnije proizvodnje parafinskih nafti na poljima naftne industrije Srbije
Dušan Danilović (1997)Dušan Danilović. Mogućnosti efikasnije proizvodnje parafinskih nafti na poljima naftne industrije Srbije, Beograd:Rudarsko-geološki fakultet, 1997
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Problematika formiranja izvorišta izdanskih voda u kvartarnim naslagama Dakijskog basena u Srbiji
Dušan Polomčić (1996)Dušan Polomčić. Problematika formiranja izvorišta izdanskih voda u kvartarnim naslagama Dakijskog basena u Srbiji, Beograd:Rudarsko-geološki fakultet, 1996
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Hidrogeologija granodiorita Srbije
Dušan Mijović (1996)Dušan Mijović. Hidrogeologija granodiorita Srbije, Beograd:Rudarsko-geološki fakultet, 1996
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Istorijat, razvoj i misija Departmana za hidrogeologiju
Dušan Polomčić (2021)Dušan Polomčić. "Istorijat, razvoj i misija Departmana za hidrogeologiju" in 50 godina Departmana za hidrogeologiju, Beograd : Univerzitet u Beogradu, Rudarsko-geološki fakultet (2021)
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Inženjerske osobine lesa u Jugoslaviji
Dušan Milović (1959)Dušan Milović. Inženjerske osobine lesa u Jugoslaviji, Beograd:Rudarsko Geološki Fakultet, 1959