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Упит dcterms_creator_txt:Marko G. Nikolić

845 items

  • Mineralogical study of clays from Dobrodo, Serbia, for use in ceramics

    Maja Milošević, Predrag Dabić, Sabina Kovač, Lazar Kaluđerović, Mihovil Logar (2019)
    keramika, glina, Dobrodo, mineralogija, sirovina, Srbija

  • The correlation of Upper Miocene lithostratigraphic units of the southern part of the Pannonian basin

    Filip Anđelković, Dejan Radivojević (2019)
    gornji miocen, litostratigrafske jedinice, formacije, Panonski basen
    ... ć, D., (2018). Upper Miocene depositional environments of Kikinda-Mokrin High (Serbia). Interpretation. 6, pp 1-40 4. Juhász, G., Pogácsás, G., Magyar, I.,, Vakarcs, G., (2007). Tectonic versus climatic control on the evolution of fluvio-deltaic systems in a lake basin, Eastern Pannonian Basin. ...
    ... southwestern part of the Pannonian Basin. 17th Serbian Geological Congress, Vrnjačka Banja, pp 55-59 6. Magyar, I., Fogarasi, A., Vakarcs, G., Bukó, L. & Tari, G., (2006). The largest hydrocarbon field discovered to date in Hungary: Algyő. In Golonka, J., & Picha, F.J., (Eds) : The II KONGRES GEOLOGA ...

  • Tehnologija izrade i opremanje magacina eksploziva za potrebe ležišta bakra

    Aleksandar Milojević (2024)
    Nakon radova otvaranja i početka eksploatacije, rudno telo bakra velikih rezervi zahteva i veliku količinu eksploziva da bi se ostvario zacrtan kapacitet. Samim tim, neophodno je izraditi funkcionalan magacin eksploziva koji će biti pristupačan svim horizontima i koji će moći da ispuni celokupni kapacitet svih horizonata. Obzirom da će se u magacinu skladištiti eksploziv, on mora ispunjavati specijalne uslove kako bi skladištenje bilo bezbedno. Neophodno je isprojektovati magacin tako da ispuni sve zahteve po pitanju količine i načina skladištenja eksploziva, ...
    podzemna eksploatacija, ležište bakra, magacin, eksploziv
    ... kutijama sledećih karakteristika: AMONEKS: 400 mm x 280 mm x 200 mm za O 28 mm// 200 g 380 mm x 450 mm x 325 mm za O 32 mm/ 200 g 350 mm x 230 mm x 420 mm za O 88 mm/ 200 g 350 mm x 223 mm x 420 mm za O 42 mm/ 200 g ANFO: • 680mm x 180 mm x 380 mm Sanduci detonatora imaju dimenzije 300 mm x ...
    ... || B ii oO Š O [} o => - {[=" i= 5 |. e -| 'B O 6 6 = o | — [ » | o o = = S -i r g q '= = o ” v |=" [= o Fs o Me N s a >cg Š 5I BE EJMG S šB Sl|S|šmsm| 9 < o i » 7ij:: B= = , , . | .S.S 8 o - Ws!ı PlBB B E g g ı a|BS|E BI B o | e . -= ” o o o = o | |l i o od O Š [-3 [-3 _ |O5 s | | < e [-v [=v ...
    ... | o | o | } = a j a | — bb E – ~ [= < s . | ~ j G s s = o | a | a q E e | e] W l » o r u 8 g M Đ s & 8 ~ | G e _ | - | = ~ - W : : 1 --| w n | c yVaj 5% „ o l Nea P O .I bn a | r m Zi|wva S O Š Š a | = | ...

  • Geotehničko istraživanje terena za potrebe izgradnje mosta „Mihajlo Pupin“ u Zemunu

    Luka Malenov (2024)
    Za potrebe izrade završnog rada na četvrtoj godini Rudarsko-geološkog fakulteta, studijskog programa Geotehnika, pod mentorstvom doc. dr Dušana Berisavljevića, analizirani su parametri dobijeni laboratorijskim ispitivanjima, kao i in-situ istraživanjima terena i ustanovljeni su geotehnički uslovi izgradnje mosta Zemun-Borča. Takođe, izvršeno je određivanje karakterističnih vrednosti geotehničkih parametara, koje se izučava u sklopu obaveznog predmeta u četvrtoj godini: Projektovanje inženjerskogeoloških radova. Detaljna geotehnička istraživanja terena, izveo je Saobraćajni institut CIP iz Beograda, za potrebe izrade Glavnog projekta mosta Mihajlo Pupin preko Dunava, ...
    tlo, most, geotehnički parametri, karakteristične vrednosti geotehničkih parametara
    ... BMA IOLAAA BA BE L I BA E O B B a B KO . g g gg yg a VAAA IBA O BA OA BBA B BA OA OA IE O B M I dtt e hs ii WGR W W W W WR 0 N NM 4 t W ON W W W W W W W NNN LAAAAAA BA OA OA BA BBA AA IA A OE I A A MI ŽN es e Me W OM W O W O ON EI ČVW WW W WOW W A N3 G OG I C LAAAAA OOA BA OAA A B . S E E IE E E ...
    ... 4 BO ap OLA 00. 48 3ig CL NABIU: OE Z– 3050 akj g CL RESMU 4110 o CL 2.6QI|H 516 CL al g CL al-i g5 alg OL CL al·j% [0 : | Pogrebena zemlja II horizont . -J gp “ -j ~ . . “ V SM/ML 45%3_%) Hp -e 9#3,0 VAAAA aljpy- SP OM 402 -307 / “ |j 31.50 al- g CL e alg OL 39.6 / 30.00 - -0 / ” · ciprž - A al ...
    ... ------------––––––– _I [:|s| | {e|=|{=} | | | | |_ | | z |g uzwas| _s |s | os7 |___sM | _I el | | | IL | |_ } | _ |g aasesoe| _ | oaage | oss |___SP—| 100 —— | -| L - L | | [ |= | « |s us _s uarsae | os | _sP__| TLI TITle| | | _ | | |_ |= -| = |g i _s_awra | ase |___Se—_| UBPCTORA nP/M PE3yITATVI ...

  • Geotehničko istraživanje terena za potrebe izgradnje mosta „Mihajlo Pupin“ u Zemunu

    Luka Malenov (2024)
    Za potrebe izrade završnog rada na četvrtoj godini Rudarsko-geološkog fakulteta, studijskog programa Geotehnika, pod mentorstvom doc. dr Dušana Berisavljevića, analizirani su parametri dobijeni laboratorijskim ispitivanjima, kao i in-situ istraživanjima terena i ustanovljeni su geotehnički uslovi izgradnje mosta Zemun-Borča. Takođe, izvršeno je određivanje karakterističnih vrednosti geotehničkih parametara, koje se izučava u sklopu obaveznog predmeta u četvrtoj godini: Projektovanje inženjerskogeoloških radova. Detaljna geotehnička istraživanja terena, izveo je Saobraćajni institut CIP iz Beograda, za potrebe izrade Glavnog projekta mosta Mihajlo Pupin preko Dunava, ...
    tlo, most, geotehnički parametri, karakteristične vrednosti geotehničkih parametara
    ... BMA IOLAAA BA BE L I BA E O B B a B KO . g g gg yg a VAAA IBA O BA OA BBA B BA OA OA IE O B M I dtt e hs ii WGR W W W W WR 0 N NM 4 t W ON W W W W W W W NNN LAAAAAA BA OA OA BA BBA AA IA A OE I A A MI ŽN es e Me W OM W O W O ON EI ČVW WW W WOW W A N3 G OG I C LAAAAA OOA BA OAA A B . S E E IE E E ...
    ... 4 BO ap OLA 00. 48 3ig CL NABIU: OE Z– 3050 akj g CL RESMU 4110 o CL 2.6QI|H 516 CL al g CL al-i g5 alg OL CL al·j% [0 : | Pogrebena zemlja II horizont . -J gp “ -j ~ . . “ V SM/ML 45%3_%) Hp -e 9#3,0 VAAAA aljpy- SP OM 402 -307 / “ |j 31.50 al- g CL e alg OL 39.6 / 30.00 - -0 / ” · ciprž - A al ...
    ... ------------––––––– _I [:|s| | {e|=|{=} | | | | |_ | | z |g uzwas| _s |s | os7 |___sM | _I el | | | IL | |_ } | _ |g aasesoe| _ | oaage | oss |___SP—| 100 —— | -| L - L | | [ |= | « |s us _s uarsae | os | _sP__| TLI TITle| | | _ | | |_ |= -| = |g i _s_awra | ase |___Se—_| UBPCTORA nP/M PE3yITATVI ...

  • Geotechnical effects of municipal solid waste destruction with different compaction methods

    Jovana M Janković Pantić, Dragoslav R Rakić, Irena G Basarić Ikodinović, Tina D Đurić, Gordana Hadži-Niković (2022)
    Disposal of waste in municipal solid waste landfills is the only way of waste disposal in Serbia, with daily compaction and covering with soil material. Due to less space for the construction of new landfills, it is necessary to use their maximum capacity. Well-compacted municipal solid waste takes up less volume and enables safer storage, so it is useful to previously determine the compaction parameters in the laboratory: maximum dry unit weight (γdmax) and optimal water content (wopt). In ...
    komunalni otpad, zbijanje, Proktorov opit, malj sa šiljcima

  • Back-arc underplating provided crustal accretion affecting topography and sedimentation in the Adria microplate

    Paolo Mancinelli, Vittorio Scisciani, Cristina Pauselli, Gérard M. Stampfli, Fabio Speranza, Ivana Vasiljević (2021)
    Supported by evidence of deep crustal sources for the observed magnetic anomalies in Central Italy and by outcropping gabbros in the Croatian archipelago, we model the observed gravity and magnetic anomalies in the Central Adriatic Sea and surroundings. We suggest that the major magnetic anomalies in the area are related to a wide underplating and propose that this volume represents the first stage of the back-arc Adria continental breakup in Early Permian times. During the Palaeotethys-Adria collision, underplating has ...
    Underplating, akrecija kore, Magnetske anomalije, Jadranska ploča

  • Extreme Rainfall Event and Its Aftermath Analysis—IPL 210 Project Progress Report

    Biljana Abolmasov, Mileva Samardžić Petrović, Ranka Stanković, Miloš Marjanović, Jelka Krušić, Uroš Đurić (2021)
    Landslides, Extreme precipitation, Data analysis, IPL project report

  • Природни потенцијал минералних вода Србије - Natural potential of mineral waters in Serbia

    Оливера Крунић (2021)
    минералне воде

  • A survey of greenhouse gases production in central European lignites

    Anna Pytlak, Anna Szafranek-Nakonieczna, Weronika Goraj, Izabela Śnieżyńska, Aleksandra Krążała, Artur Banach, Ivica Ristović, Mirosław Słowakiewicz, Zofia Stępniewska (2021)
    Lignit, Gasovi sa efektom staklene bašte, Ugljen dioksid, Metan, Azotni oksid
    ... D.R., Brailsford, G., Bruhwiler, L., Carlson, K.M., Carrol, M., Castaldi, S., Chandra, N., Crevoisier, C., Crill, P.M., Covey, K., Curry, C.L., Etiope, G., Frankenberg, C., Gedney, N., Hegglin, M.I., Höglund-Isaksson, L., Hugelius, G., Ishizawa, M., Ito, A., Janssens-Maenhout, G., Jensen, K.M., Joos ...
    ... Poland H I G H L I G H T S • The GWP of the gases released by xylitic lignite was the lowest among the sam- ples. • Extraction of the detritic lignite may re- duce GHG emissions from the aban- doned mines. • Detritic lignites show the potential to serve as a source of coalbed methane. G R A P H ...
    ... detroxylitic lignite collected from theKonin deposit (402.05 nmol CO2 g -1 day-1) while the lowest were for the Kolubara xylitic lignite (19.64 nmol CO2 g -1 day-1). Methane productionwasmuch lower and ranged fromnearly zero to 66.75 nmol g drymass-1 d-1. Nitrous oxide productionwas not detected. It was ...

  • Characterization of bituminite in Kimmeridge Clay by confocal laser scanning and atomic force microscopy

    Paul C. Hackley, Jolanta Kus, João Graciano Mendonça Filho, Andrew D. Czaja, Angeles G. Borrego, Dragana Životić, Brett J. Valentine, Javin J. Hatcheries (2022)
    This work investigates bituminite (amorphous sedimentary organic matter) in Upper Jurassic Kimmeridge Clay source rock via confocal laser scanning microscopy (CLSM) and atomic force microscopy (AFM). These petrographic tools were used to provide better understanding of the nature of bituminite, which has been historically difficult to identify and differentiate from similar organic matter types in source rocks. As part of an International Committee for Coal and Organic Petrology (ICCP) working group, an immature (0.42% vitrinite reflectance), organic-rich (44.1 wt% ...
    Битуминит, Kонфокална ласерска скенирајућа микроскопија, Mикроскопија атомских сила, Органска петрологија, Термичка зрелост

  • Prirodno prečišćavanje i stimulisana bioremedijacija podzemnih voda zagađenih naftnim ugljovodonicima

    Nenad M. Marić (2016-09-26)
    Disertacija se konceptualno sastoji iz dva dela kojima je obuhvaćen pasivan (prirodnoprečišćavanje) i aktivan remedijacioni pristup (stimulisana bioremedijacija) kodpodzemnih voda zagađenih naftnim ugljovodonicima.U prvom delu disertacije prikazani su rezultati osmatranja procesa prirodnogprečišćavanja u podzemnim vodama na lokaciji istorijskog zagađenja kerozinom.Tragovi zagađenja naftnim ugljovodonicima pronađeni su 20 godina nakon prosipanjakerozina. Ovo je stvorilo osnovu za proučavanje efekata dugotrajne izloženostipodzemnih voda procesima biodegradacije u terenskim uslovima. Uočeno je da sesnižene koncentracije elektron akceptora (O2, NO3-, SO42-) i povišene koncentracijemetaboličkih produkata biodegradacije ...
    podzemne vode, naftni ugljovodonici, kerozin, prirodno prečišćavanje,stimulisana bioremedijacija
    ... je Hitlejeva podloga sledećeg sastava: Natrijum-nitrat 5,0 g/l Kalijum-nitrat 2,0 g/l Kalijum-dihidrogenfosfat 1,0 g/l Dikalijum-hidrogenfosfat 1,0 g/l Magnezijum-sulfat-heptahidrat 2,0 g/l Kalijum-hlorid-heksahidrat 2,0 g/l Nenad M. Marić ...
    ... "Torlak" 10,0 g/l Natrijum-sulfit 0,5 g/l Gvožđe(III)-citrat 0,5 g/l Agar 15,0 g/l Podloga za određivanje ukupnog broja koliformnih bakterija (Anonymus, 2010) Upotrebljen je Endo agar proizvođača "Torlak" sledećeg sastava: Pepton "Torlak" 10,0 g/l Laktoza 10,0 g/l Kalijum-h ...
    ... Upotrebljen je Hranljivi agar proizvođača "Torlak" sledećeg sastava: Pepton-1 "Torlak" 15,0 g/l Mesni ekstrakt "Torlak" 3,0 g/l Natrijum-hlorid 5,0 g/l Kalijum-fosfat 0,3 g/l Agar 18,0 g/l pH 7 Podloga za određivanje ukupnog broja kvasaca i spora plesni (Anonymus ...

  • Phase relations and physical indicators of municipal waste from old landfills in Serbia

    Dragoslav R Rakić, Irena G Basarić Ikodinović, Jovana M Janković, Tina D Đurić (2021)
    Due to certain similarities of municipal waste and soil, usually for the determination of basic parameters of physical state, laboratory and field tests which are common in geotechnical investigations are used. It is often to construct an apparatus for special purpose to perform some specific laboratory and field tests. Therefore, different values of indicators of municipal waste physical state can be found in the literature. The basic reasons should be found in different definitions and methods that researchers use ...
    municipal waste, moisture content, unit weight, specific gravity, grain size distribution, porosityGeneral Computer Science
    ... Dragoslav R Rakić, Irena G Basarić Ikodinović, Jovana M Janković, Tina D Đurić Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Phase relations and physical indicators of municipal waste from old landfills in Serbia | Dragoslav R Rakić, Irena G Basarić Ikodinović ...
    ... location of tested waste, I.e. G, = 2.0 - 2.2 (Figure 7). 2.4 + Kaniray and Joseph, 1996 %% o Huat,2004 N, Skempton and Petley, 1970 ~ *.. |= Den Haan, 1997 2 JLJA j a i |s O ii . bj \'·\ FAPA! h NLR = q\ e s bO · Š L 8 1.9 i i ellk=) . 5 || a | a ||G 1.8 i E||=| ~ || | < iF ...
    ... solid A kN/m* E i ——— particles Vs 1-n 'Volume water v m*/m* v= V Zw.J0 content -% V Yw Volume gas a m*/m* a _&_ n_w content -% a Saturation g m*/m* S =&=X degree ii -% ii Vp The three-phase system for municipal waste does not take into account a fact that the composition and thus the ...

  • On the compatibility of lexical resources for NooJ

    Ranka Stanković, Miloš Utvić, Duško Vitas, Cvetana Krstev, Ivan Obradović (2012)
    Lexical resources for many languages are provided for the NooJ linguistic development environment. Meta-data descriptions of morphosyntactic and semantic properties of these languages and their resources are a mandatory part of each language module. In this paper we analyze how well the meta-data actually describe resources for a chosen subset of languages and to what extent are they compatible across languages to support multilingual processing. We show that there is place for improvement in both directions.
    ... S+p m+f 1+2+3 INF+G+PP+PR+IP+S+C+I+PS+SI+F En S+p 1+2+3 G+INF+PP+PR+PT Hu E+t 1+2+3 K+M+F+P Pl S+p mo+mr+ mz+f+n 1+2+3 F+G+H+J+K+P+Q+S+T+U+Z Hr S+p m+f+n 1+2+3 INF+INFk+PR+IMP+AO+PDR+PDT+ IMT+GPS+GPP+PER+FUT1+FUT2 Bg S+p f+m+n 1+2+3 R+E+D+I Sr S+p+w x+y+z W+P+A+I+Y+G+T+F+S+X Table ...
    ... M+f+s+p+1+2+3+Inf+G+PP+PR+Ip+S+C+I+PS+IS+F En 1+2+3+m+f+s+p+G+PR+PP+INF+PT Hu NOM+ACC+DAT+ILL+INE+ELA+ALL+ADE+ABL+SUB+SUP+DE L+INS+FAC+CAU+FOR+TER+SOC+ESS+PL+PS+ps_sg+ps_pl+ps_1 +ps_2+ps_3+ANAP+SUPER+COMP+T+I+KIJ+MULT+FELT+FELSZ +e+t+1+2+3+FF+FOK+VMIB+VMIF+VMIA+VHIN+VHINN+Os+sA g+HAT+UN Pl M ...
    ... M+f+s+p+Bi+Ce+Do+In+Lo+Mi+Wo+F+G+H+J+K+P+Q+S+T+U+Z Hr INF+INFk+PR+PRk+PRd+IMP+AO+AO2+PDR+PDT+IMT+GPS+GP P+s+p+1+2+3+m+f+n+np+cp+sp Bg s+p+0+d+h+l+o+v+c+f+m+n+y+z+i+a+t+1+2+3+b+w+x+A+B+C+K+ P+F+M+N+R+E+D+I+Y+Z+X+W+Q Sr m+f+n+1+2+3+4+5+6+7+s+p+w+v+q+g+i+a+b+c+d+k+W+P+A+I+Y +G+T+F+S+X+x+y+z+h Table ...

  • The application of terrestrial laser scanning for monitoring on landslide activity

    Abolmasov Biljana, Ristić Aleksandar, Pejić Marko, Šušić Vladimir (2011)

  • Primena 3D terestričkog laserkog skeniranja terena na klizištu Mala Vinča

    Abolmasov Biljana, Ristić Aleksandar, Pejić Marko, Šušić Vladimir (2011)

  • Applying 3D Terrestrial Laser Scanning on Rock Slope Letnja Pozornica in Belgrade

    Abolmasov Biljana, Pejić Marko, Zečević Snežana, Šušić Vladimir (2012)

  • Sanacija radnih etaža na površinskom kopu krečnjaka Slovac – analiza faktora sigurnosti etaža završne kosine

    Lazić Marko, Vasiljević Bojana, Miletić Filip, Đenadić Stevan (2018)

  • Design and optimisation of laser scanning for tunnels geometry inspection

    Pejić Marko, Božić Branko, Abolmasov Biljana, Gospavić Zagorka (2013)

  • Corrigendum to „Design and optimisation of laser scanning for tunnels geometry inspection“

    Pejić Marko, Božić Branko, Abolmasov Biljana, Gospavić Zagorka (2013)