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Упит dcterms_creator_txt:Daniel E. Knutson

829 items

  • E-Dictionaries and Finite-State Automata for the Recognition of Named Entities

    Krstev Cvetana, Vitas Duško, Obradović Ivan, Utvić Miloš (2011)

  • Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - II Deo

    Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Stevanović Miloš (2017)

  • Opšti geotehnički uslovi izgradnje autoputa E-80 Niš – Merdare, Deonica: Niš – Pločnik - I Deo

    Rakić Dragoslav, Berisavljević Zoran, Basarić Irena, Lazić Mirko, Stevanović Miloš (2017)

  • Engineering geological and geotechnical investigations for design of higway E-80 Nis – Merdare

    Basarić Irena, Bogdanović Snežana, Rakić Dragoslav,Janković Jovana, Stevanović Miloš (2017)

  • 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
    ... municipal waste (Fassett et al., 1994). Parameter Mark Unit Relations Unit weight Y kN/m) Y=W/V=(I+w) ·Ya Void ratio e mš/m* e= V /V, = | ___I-n Unit weight W a of 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 ...
    ... unit weight that correspond medium to well compacted waste (Figure 6). unit weighty (kN/n») unit weight y (KN/m*) 15 20 5 0+ E 10| x _ = 1/b = Ymax ~ Ti E e ii * 20| W kd k:1 ig a _ 8 30 \R Š : - |. Fi 7 Ti m b Š l% waste (kN/mž) (m/kN) (m3/kN) 40 FI poorly 5 2 0.1 .| medium 10 3 0 ...
    ... GwULs.m ! —— : Bu4 ı ' Z o . 5 awt6iw ? OB Bt! ' Šl LJ ' ı ' J INJ . ' ' :l s| |} RR r . , ' ' i R- ~ ~ ' = - HE E ı | Bi — ljl ' i = NH ı | Ri = [00 š ' ' NIJ e= | ·. ' ' F ŠO I - 12 a r -00| —— T }11 ——— 0 10 20 30 40 50 60 70 water content w (%) Fig. 5. Water content change in ...

  • Groundwater balance, natural recharge and drainage zones at open pit mine „Polje E“ of Kolubara Coal Basin (Republic of Serbia)

    Polomčić Dušan, Bajić Dragoljub, Ristić-Vakanjac Vesna (2012)

  • Geološka istraživanja lignita na ležištu polje E i uticaj na projektovanje rudarskih radova

    Vucković Bogoljub, Dimitrijević Bojan, Radovanović B., Simić Ž. (2018)

  • Geološka istraživanja lignita na ležištu polje E i uticaj na projektovanje rudarskih radova

    Vucković Bogoljub, Dimitrijević Bojan, Radovanović B., Simić Ž. (2018)

  • Opencast Mine Field B Inner Dump Sanation as A Condition of Mine Field E Opening in RB Kolubara

    Branko Petrović, Jelena Majstorović, Tomislav Šubaranović (2021)

  • The olivine macrocryst problem: New insights from minor and trace element compositions of olivine from Lac de Gras kimberlites, Canada

    Bussweiler Yannick, Foley Stephen, Prelević Dejan, Jacob Dorrit E (2015)

  • 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.

  • Geotehnički uslovi izgradnje metro stanice "Francuska" u Beogradu

    Lazar Pavlović (2024)
    Cilj ovog rada je analiza stabilnosti dijafragme, predviđene kao mere za obezbeđenje dubokog iskopa od zarušavanja okolnog tla koji se izvodi na mestu buduće metro stanice “Francuska” koja je planirana u okviru prve faze, prve linije metroa u Beogradu – sekcije „Centar“. U okviru numeričke analize je izvršena analiza stabilnosti konzolne dijafragme kao i dijafragme sa ankerom – slobodno oslonjene dijafragme, kako bi se moglo napraviti poređenje dobijenih vrednosti koje se odnose na dubinu fundiranja koja je potrebna da ...
    istraživanja, metro stanica, iskop, dijafragma
    ... re re re Yr e” že e 0 Iskop 187 4 re re ?e ? yra ? Lapor (MŠL) y.= 19 kN/m* es = 35 kPa 95= 23% Lapor (MžL) y.= 19kN/m* 7e Te ? e 70 74 74 7 Ter eža Te yre ” 17 07 07 e yr er a7 a7 14 76 7e YT e” e 378 70 7 n kr ee ? 14 74 yre -” Te pr ...
    ... uvodni kanal kao oplata. Po završetku svih potrebnih radnji oko iskopa i ugradnje ispune, uvodni kanal se odstranjuje. — — HB E HH HJ ı | j i — F E E E Slika 12. Prikaz kompletnog postupka izvođenja armiranobetonskih dijafragmi (Rakić Dragoslav – prezentacije sa kursa „ Fundiranje ...
    ... BY:=195kNm? c=20kPa e,=1%" Te bj-10 e - pr er a7 0e Deluvijalni sedimenti – gline prašinaste (dpg) ra ar e H=23m kr ež a 7a 7e Ze re re a Laporovita glina (M;LG) ya = I9kN/mž ca=25 kPa = 189 yr er er a O O O 707 674 O Te h=lim gr eT er eY e” ? yk re re ...

  • Geochemistry, Sr–Nd–Pb isotopes and geochronology of amphibole- and mica-bearing lamprophyres in northwestern Iran: Implications for mantle wedge heterogeneity in a palaeo-subduction zone

    M. Aghazadeh, Д. Прелевић, Z. Badrzadeh, E. Braschi, P. van den Bogaard, S. Conticelli (2015)

  • Избор подетажне методе откопавања са засипавањем откопног простора на примеру лежишта бакра

    Александра Ристић (2024)
    У овом раду су представљени кључни елементи примене методе откопавања са засипавањем откопног простора на примеру лежишта бакра, укључујући: геолошке карактеристике лежишта, техничко-експлоатационе факторе, димензионисање просторија, припремне радове, бушачко-минерске активности, утовар и транспорт, вентилацију и засипавање откопаног простора паста засипом.Кроз анализу трошкова израчуната је цена израде припремних просторија по дужном метру, у зависности од квалитета радног окружења у коме се изводе радови. Поред тога, анализирани су трошкови експлоатације руде, представљени у виду јединичне цене у USD/t (долара по тони ...
    метода, подетажно откопавање, засипавање паста засипом
    ... raOema (11) npHKa3aHe cy Tpace yroBapa H TpaHcmopTa py,e OJ OTKOHNHHX XOJHHKa (OX) O THaBHOTr H3BO3HOTr CHCTEMA, OJHOCHO TpaKacTOr TpaHcrnopTepa. Ta6ena 10 TpaRcnopmnae mpace pyoe E -140/-160 E -160/-180 E -180/-200 E -200/-220 E -220/-240 m E -240/-260 m UH UH UH UH UH UH i ii i i i TH TH ...
    ... 3 472,96 Ta6ena 14 Tpouukodu paone chRaee i & dq : > d |r E Š o d || Š o = n ŠRI e 538 a B8 SE ŽE O BR BBR == ŠE eŠETROVO E - ="UL::a d E o LeNa:=lien .> - N-OG"E- 1B ' s mW|.0 s =ST = a:0B o d ts s = e 7O BO o m 5s ~5 -y Fa > a E = -8a Ni Br Brd Nna U.i Cna C [0; meseci | radnika | r.d./Čmes ...
    ... CBOJCTaBa pajHc CpeJUHcC rpuHkKaaaHu cy y cnenehoj raOenu (Ta0era 3). Ta6ena 3 Đusuuko-Mexanuuke Kapakmepucmuke paone cpeOuHe e ILB | S o -N, s “ d = S Hy o E Fa ŽE sirž | 125 | 5 | 858. _ER 95 =S IS:a00: S85 -b HB~ 88 i 5538 PR OI daR|I BRSŠ | B o =O o R — > BBl mR o baj -- > = I 5 24 ...

  • Mineralogija, hemija i distribucija odabranih mikroelemenata u uglju i glincima Ibarskog basena (Južna Srbija)

    Željana Novković, Nenad Nikolić, Nevena Andrić-Tomašević, Violeta Gajić, Suárez M, Romero García E, Vladimir Simić, Dragana Životić (2023)

  • Understanding partitioning of deformation in highly arcuate orogenic systems: Inferences from the evolution of the Serbian Carpathians

    Nemanja Krstekanić, Liviu Matenco, Marinko Toljić, Oleg Mandić, Uroš Stojadinović, Ernst Willingshofer (2020)
    orogeneza, oroklini, višesmerna ekstenzija, transkurentna kretanja, Srpski Karpati
    ... Global and Planetary Change 195 (2020) 103361 22 Kaona quarry. Detailed comments of Daniel Pastor-Galán on an earlier manuscript version are gratefully acknowledged. We thank the Editor, Zhengtang Guo and two anonymous reviewers for their ...
    ... (compare cross-sections in Figs. 4a, b, e). Changes in offset are accommodated by the formation of ~E-W oriented sub-vertical tear faults and lateral ramps (Fig. 5). A similar deformation style by the formation of ramp-folds, fault-propa- gation folds and asymmetric E-vergent folds is observed in the Upper ...
    ... studied area, deformation along these shear zones indicates thrusting with a dominant top-SE to E direction of tectonic transport, locally associated with NW-vergent backthrusts (structure 5 in Fig. 5), or with E-W to NW-SE oriented strike-slip faulting observed by conjugate Riedels in the main shear zone ...

  • Транспортни систем за руду на површинском копу Бувач

    Никола Аџић (2024)
    У општем делу овог рада ће бити наведени утоварно-транспортни системи, њихова подела и основни елементи. У оквиру тога ће бити детаљније објашњени сви појединачни делови ових система као што су багери, камиони, дробилице и транспортери са траком. Даље ће бити наведени програмски пакети који се користе за прорачун ових система Talpac који се користи за прорачун дисконтинуалног транспорта и Helix који се користи за прорачун транспортера са траком. У специјалном делу су наведени параметри које мора да испуни пројектовани ...
    транспортни систем, камион, багер, транспортер са траком, дробилица
    ... |1 |s e m + 0 0 0 % 0 0 k P i aWioadnem de Doenmu eG Brha Cscugtd ln VatcaGunes HomoaCuvet Dg e e “ Me __ Dwem _DR k Y z OM E 0 ; Ll | | |R o » ıLJ a ; a No fn179 Regitercdho bnesitr i Bdgrace Htaha 6300 1, | DetaiDrm 1/1/40Yi 1000A ML .. c os f1 RA Ds 70 ige3 || – D e J e a ISO ...
    ... yTOBapHe MatmiuiHe (Oarep HH yTOBapau). 39 [00 i aJO r . e N VewbA 6 e VO 0 I eR MOc korvrvet Mrvdna R— Ovv | EJ I O IOJ EJ N I \ Svoeli } actor Locozre LDyanr* L OO OBBNAJ.EJ|Ć | WNNNR I e V \ r o Trv Tr | ı20 || 108 eA a e k e Fa F oe L d ž ganjaaii frcrw rv Lader |____U./S r TIOA ...
    ... Spetlera w Duoro| 10 Mer 60 e= Dummwaimea | IČCC Mer I 60 e MNIA uka | 82C % | Lucd Characteystcs — ___ | X MobceFow | E ) — lrsnetreziee lipwse faete | 6O camevez fps lrrckW/eebe ...

  • From post-disaster landslides inventory to open landslides data

    Biljana Abolmasov, Miloš Marjanović, Uroš Đurić, Jelka Krušić (2021)

  • Analogue modelling of strain partitioning along a curved strike-slip fault system during backarc-convex orocline formation: Implications for the Cerna-Timok fault system of the Carpatho-Balkanides

    Nemanja Krstekanić, Ernst Willingshofer, Taco Broerse, Liviu Matenco, Marinko Toljić, Uroš Stojadinović (2021)
    analogno modelovanje, raspodela deformacija, geometrija indentera, Černa i Timok rasedni sistem
    ... n e-e’) or Coulomb wedge model with fore- and retro-wedges (e.g., Davis et al., 1983; Dahlen et al., 1984; Del Castello et al., 2004). The final strain type map (Fig. 3f) demonstrates that most thrusting deformation is accommodated along the basal thrust (see also cross-sections d-d’ and e-e’ in ...
    ... (Fig. 5, see also cross-sections e-e’ in Fig. 3g and d-d’ in Fig. 4e). N- dipping normal faults, which reactivate previously formed back-thrusts, are interpreted as an expression of gravitational instability on top of the upper flat segment (Fig. 3g, cross-section e-e’, Fig. 4e, cross-section d-d’ ...
    ... associated with a decrease in vertical offset in the back-thrust system from 3.3 cm in the south (cross-section e-e’ in Fig. 3g) to 1.9 cm in the SW corner area (cross-section d-d’ in Fig. 3f). Minor E− and W- dipping normal faults in the bending region (Fig. 3e–g, cross-sections c-c’ and d-d’) display very ...

  • Geotechnical zoning of the terrain along the first section of E-80 highway in Serbia – SEETO route 7

    Dragoslav Rakić, Zoran Berisavljević, Irena Basarić, Snežana Bogdanović, Jovana Janković (2019)
    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 ...
    ... section of E-80 highway in Serbia – SEETO route 7 Dragoslav Rakić, Zoran Berisavljević, Irena Basarić, Snežana Bogdanović, Jovana Janković Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Geotechnical zoning of the terrain along the first section of E-80 highway ...
    ... ECSMGE-2019 - Proceedings Geotechnical zoning of the terrain along the first section of E-80 highway in Serbia – SEETO route 7 Zonage géotechnique du terrain le long du premier tronçon de l'autoroute E-80 en Serbie - SEETO route Dragoslav Rakic University of Belgrade – Faculty of Mining and ...
    ... Irena Basaric, Snezana Bogdanovic, Jovana Jankovic University of Belgrade – Faculty of Mining and Geology, Belgrade, Serbia ABSTRACT: 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: ...