Претрага

Упит dcterms_creator_txt:Christopher E. Miller

830 items

  • 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: ...

  • Geotechnical Conditions for Construction of Savski Trg Metro Station as a Part of the Belgrade Metro Line One

    Nemanja Stanic, Dragoslav Rakic, Josip Isek, Slavoljub Simic (2024)
    In order to solve serious traffic congestion in Belgrade, a number of studies regarding the Belgrade Metro construction have been carried out since 1973. However, only in 2019, the routes of the future metro lines 1 and 2 were de-fined as a part of the General Metro Construction Project. The lines are de-signed to intersect at the location of Sava Square, where an interchange met-ro station will be built. It represents a complex geotechnical structure consist-ing of three different ...
    metro station, geotechnical modelling, displacements

  • Challenges of Renewable Energy Source Utilisation at Section of Future Highway E-763 Belgrade-Southern Adriatic Across Karst Plateau of Pešter Plateau (Western Serbia)

    Milenić Dejan, Stevanović Zoran, Dragišić Veselin, Vranješ Ana, Savić Nevena (2014)

  • Crystal structure of K3EuSi2O7

    Sabina Kovač, Predrag Dabić, Aleksandar Kremenović (2021)
    alkalni silikati elemenata retkih zemalja, kristalna struktura, sinteza metodom fluksa, rendgenska difrakcija na monokristalu
    ... (https://doi.org/10.1107/S0108768185002063) 25. N. E. Brese, M. O’Keeffe, Acta Cryst. B47 (1991) 192 (https://doi.org/10.1107/S0108768190011041) 26. R. D. Shannon, Acta Cryst. A32 (1976) 751 (https://doi.org/10.1107/S0567739476001551) OnLin e Fir st https://doi.org/10.1107/S0108270187092308 ...
    ... 11 K3NdSi2O7, 12 K3REESi2O7 (REE = Gd–Lu),13 *Corresponding author: sabina.kovac@rgf.bg.ac.rs https://doi.org/10.2298/JSC210218026K OnLin e Fir st mailto:sabina.kovac@rgf.bg.ac.rs https://doi.org/10.2298/JSC210218026K 2 KOVAČ et al. K3ScSi2O7, 14 K3YSi2O7 (2 polymorphs),6 K3SmSi2O7 ...
    ... diffraction data were collected. Relevant infor- mation on the crystal data, data collection and structure refinement are compiled in Table I. OnLin e Fir st CRYSTAL STRUCTURE OF K3EuSi2O7 3 An analytical absorption correction based on indexed crystal faces using the procedure of Clark & ...

  • Техничко решење површинског копа Галовићи код Косјерића од вода

    Јован Тодоровић (2024)
    Површинска експлоатација лежишта минералних сировина, поред експлоатације и прераде подразумева и успешно одводњавање површинског копа. Одводњавање једног површинског копа треба да буде добро одабрано, да објекати одводњавања својим капацитетима могу да обезбеде сакупљање и одвођење површинских вода и успешну заштиту од подземних вода. Циљ израде овог завршног рада је избор техничког решења заштите површинског копа Галовићи од површинских и подземних вода, како би се обезбедила сигурност рада, стабилност косина и ефикасност експлоатације.Добро изабрано техничко решење одводњавања омогућава смањење ризика ...
    Површински коп,, Галовићи,, површинске воде, подземне воде, објекти одводњавања
    ... -· { d ) 700 w \, ·–·H_ d |j a % \ ? / @_ \ \ # # ” č ; “ \ A e a u pujij!E, .y= 2= \ i bj 4 W Leeva r A -) _ AA TyJ “ ” |- N m ~ MA – -. Pv - Dvl | \ i MI=\ | b ~ i pj J — – ' \ – \ ON ) e - . – _ VA \ | W |- ZOA A\M \ e „„FisKa =- — H \ a % p -. \ \ i a Ć \ee \ \ . J | \A \ “. ...
    ... | M iI||Š}||{ || „i ii ) VA z \ ev s „ /< |\ ž \e\ ii _ , \ le ? \| + MIA + < + - Zad b ~ •s š »_ 495 M M 7 | — u ) ~ a 4 4 _— ~Q q N e. i 77 i NL , y —~ i x 200 \ KA> . — / } | \ 4 r i i a \\ e a ... 47 - - d ; - ı g / P e P i Qr BEO |a| \ DEPONIJA ZEMLJ} - N - . _ Ć 7 5 ...
    ... 5 WNINIAAVT “ aa40459 o v O i ŠO V\ - = b W a ·. A ı — — _ X \ Ž AA L < a e – e e \ A - \QAŠ/& c — 100| “. Š | r y 4 i. MOAAA ~ | & | “ = Š 777 / Aš M x > Š - L - \ N_ _N 7 J JlereHna: ” .. . LI ” A ~ < — 7 · 2 \G A · I MN a -NJE ć - [-}GVS - rnamMw BomocaGupHmK + N \ •s p j:2 -V ...

  • Održivo korišćenje mađarsko-srpskih međugraničnih vodnih tela

    Dušan Polomčić, Zoran Stevanović, Saša Milanović, Stanko Sorajić, Bojan Hajdin, Željko Kljajić (2010)
    ... Ves, “i e 1-30 e - e 5 e 30-100 he NN @ 100-300 ow Dox a 140000 fi, o ei 3 axs* @ 300 - 5000 -~ ¢ : me ve ee e a we. % aay ot? 4 oo \% ome” 120000 4 : rs be eee wl ~ Qs «aw e Rai oo; e,@ ent, Y a e ef ip 7 * ofa e : . : + AZ IRS CA #. e- o* e Fad ‘ svakom polju diskretizacije © 100000 Pt &.o%e (Bah SEP ...
    ... uzeli u eš e u me unarodnom projektu "Održivi razvoj Ma arsko- Srpskih me ugrani nih vodnih tela (SUDEHSTRA)". Projekat je imao za cilj sagledavanje uticaja eksploatacije, sprovo enje monitoringa podzemnih voda, izradu hidrodinami kog modela režima podzemnih voda i prognozu razvoja budu e eksploatacije ...
    ... ina podzemnih voda koje se dreniraju u Dunav i drenažne kanale. S druge strane, dolazi do najve e infiltracije re nih voda Tise i najve eg podzemnog doticaja u dubljim vodonosnim slojevima. Varijanta E ima sli an bilans sa varijantom D. Za sve analizirane scenarije klimatskih promena i na ina ...

  • Photocatalytic Activity of the V2O5 Catalyst toward Selected Pharmaceuticals and Their Mixture: Influence of the Molecular Structure on the Efficiency of the Process

    Sanja J. Armaković, Aleksandra Jovanoski Kostić, Andrijana Bilić, Maria M. Savanović, Nataša Tomić, Aleksandar Kremenović, Maja Šćepanović, Mirjana Grujić-Brojčin, Jovana Ćirković, Stevan Armaković (2023)
    Due to the inability of conventional wastewater treatment procedures to remove organic pharmaceutical pollutants, active pharmaceutical components remain in wastewater and even reach tap water. In terms of pharmaceutical pollutants, the scientific community focuses on -blockers due to their extensive (over)usage and moderately high solubility. In this study, the photocatalytic activity of V2O5 was investigated through the degradation of nadolol (NAD), pindolol (PIN), metoprolol (MET), and their mixture under ultraviolet (UV) irradiation in water. For the preparation of V2O5, facile ...
    DFT analysis, metoprolol, nadolol, nanomaterial characterization, photocatalysis, pindolol, β-blocker
    ... 8, e1327. [CrossRef] Neese, E. The ORCA program system. WIREs Comput. Mol. Sci. 2012, 2, 73-78. [CrossRef] Neese, E; Wennmobs, E; Becker, U.; Riplinger, C. The ORCA quantum chemistry program package. J. Chem. Phys. 2020, 152, 224108. [CrossRef] [PubMed] Neese, E. The SHARK integral generation ...
    ... estimated as ~2.24 and ~2.11 eV, respectively. Z< 04 = || 5 m G 0.3 . || Š 02- > | < 3:: 0.1- & i E,= 2.11eV (indirect) 0.0 _ IZ || 5 0.015 :: „ 0.010 ž B> 0.005 e | — j E,„= 2.24 eV (direct) 0.000 MOEA LN KLLUNLLLL 10 15 20 25 30 35 40 45 50 55 Pv{(eV) Figure 6. Transformed ...
    ... Mosquera, E.; Gracia, E. Preparation and characterization of V)Os /ZnO nanocomposite system for photocatalytic application. J. Mol. Liqg. 2014, 198, 400—412. [CrossRef] Rasheed, R.; Mansoor, H.; Abdullah, T.; Juzsakova, T.; Al-Jammal, N.; Salman, A.D.; Al-Shaikhly, R.R.; Le, P.; Domokos, E.; Abdulla ...

  • Geotehnička istraživanja terena za potrebe izgradnje mosta preko Aleksandrovačkog potoka na autoputu E-80, deonica Niš-Merošina

    Danijela Sušić (2023)
    Geotehnička istraživanja terena, odnosno određene lokacije, izvode se za potrebe projektovanja, odnosno definisanja uslova izgradnje objekata. Njihova osnovna namjena jeste upoznavanje i prikupljanje informacija o sastavu i svojstvima geološke sredine koje bi mogle da nam omoguće planiranje, projektovanje, izgradnju, kao i racionalno korišćenje samog objekta. U ovom radu, detaljno je prikazan način svih izvršenih istraživanja, za potrebe izgradnje mosta na osnovu kojih je urađen grafički dio, proračun nosivosti plitko fundiranog mosta i proračun analize slijeganja terena. Za proračun dozvoljenog opterećenja ...
    geotehnička istraživanja, terenska istraživanja, laboratorijska ispitivanja, geotehnički model terena, plitki temelji

  • An Approach to Development of Bilingual Lexical Resources

    Stanković Ranka, Obradović Ivan, Trtovac Aleksandra (2012)
    ... Terms electronic learning and e-learning and their Serbian translational equivalents elektronsko učenje and e-učenje do not exist in either of the resources. Hence the English synset {electronic learning, e-learning} and its Serbian counterpart {elektronsko učenje, e-učenje} were entered into Biblimir ...
    ... for search of digital libraries of articles from bilingual e-journals in the form of TMX documents, is used for development of a new bilingual lexical resource. The approach relies on already available resources, Serbian morphological e-dictionaries, Serbian and English wordnets connected via ...
    ... textual repositories, such as digital libraries of e- journals represent a specific type of language resources. Efficient search of these resources usually relies on specific language tools, which often use other available resources, such as e-dictionaries, wordnets and the like. An interesting ...

  • Heavy metals in lignite and soil of Kostolac-Kovin coal basin, eastern Serbia - comparative analysis with selected cities in Serbia, region, Europe and world

    Bogoljub Vučković, Bojan Dimitrijević (2023)
    The Kostolac-Kovin coal basin with an area of 320 km2, with 5 separate layers of coal and with a total of about 5.7 Bt of geological resources and reserves represents an exceptional potential for coal production in Serbia. The coal resources listed in this way are not fully exploitable, but they represent potential for consideration. In this paper, we deal with the geochemical characteristics of coal seams and perform a comparative analysis of coal affectation on the environment. With ...
    lignite, heavy metals, concentrations
    ... under running II Coal Layer Pb avg. = 20 ppm , III Coal Layer Pb avg. = 12.5 ppm a _— — _ m ——— R K a ___ _— ___— K r — — — _— ——— E e= | CoalLayer | e= MM CoalLayer | el MM CoalLayer || Cu avg. = 60 ppm m Cu avg. = 45 ppm m —. Cu avg. = 40 ppm m eosod| Open Pit Drmno | ... P | under running ...
    ... soils of Sšo Paulo city, Brazil, Urban Environmental Pollution 2010, Procedia Environmental Sciences 4 (2011) 303—309 13. Goletić Š., Bukalo E., Trako E., 2011 - Praćenje sadržaja teškh metala u tlu i biljkama u okolini željezare u Zenici - VII Naučno-stručni skup sa međunarodnim učešćem Kvalitet ...
    ... the most is - whether heavy metals from coal contaminate the accompanying sediments above and around the coal seams layered in the deposit itself: e also provide selected examples of the presence of HM in the soil of numerous European and world cities and regions in order to compare with the con ...

  • Производња и одржавање рударске опреме на примеру предузећа Колубара метал

    Вања Миловановић (2024)
    У раду је извршено пројектовање технолошког процеса израде вратила на стругу. Кроз теоријску анализу, дати су основни постулати обраде стругањем, стругови као машине алатке, врсте стругова, начини стругања и примењени алати. У практичном делу, дефинисани су редоследи операција и захвата, режими обраде, изабрана машина алатка и алати за све захвате и одређено укупно време обраде потребно да се направи финални производ. Вратило из студије случаја представља компоненту редуктора погона за копање роторног багера SRs.1200.24/4+VR.
    производно машинство, обрада метала резањем, израда вратила на стругу

  • A Tool for Enhanced Search of Multilingual Digital Libraries of E-journals

    Ranka Stanković, Cvetana Krstev, Ivan Obradović, Aleksandra Trtovac, Miloš Utvić (2012)
    This paper outlines the main features of Bibliša, a tool that offers various possibilities of enhancing queries submitted to large collections of TMX documents generated from aligned parallel articles residing in multilingual digital libraries of e-journals. The queries initiated by a simple or multiword keyword, in Serbian or English, can be expanded by Bibliša, both semantically and morphologically, using different supporting monolingual and multilingual resources, such as wordnets and electronic dictionaries. The tool operates within a complex system composed ...
    multilingual digital libraries, query expansion, TMX
    ... Multilingual Digital Libraries of E-journals Ranka Stanković, Cvetana Krstev, Ivan Obradović, Aleksandra Trtovac, Miloš Utvić Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] A Tool for Enhanced Search of Multilingual Digital Libraries of E-journals | Ranka Stanković ...
    ... rs A tool for enhanced search of multilingual digital libraries of e-journals Ranka Stanković, Cvetana Krstev, Ivan Obradović, Aleksandra Trtovac, Miloš Utvić University of Belgrade, Serbia Studenski trg 1, 11000 Belgrade E-mail: ranka@rgf.bg.ac.rs, cvetana@matf.bg.ac.rs, ivano@rgf.bg.ac.rs, ...
    ... enhancing queries submitted to large collections of TMX documents generated from aligned parallel articles residing in multilingual digital libraries of e-journals. The queries initiated by a simple or multiword keyword, in Serbian or English, can be expanded by Bibliša, both semantically and morphologically ...

  • An aproach to Implementation of blended learning in a university setting

    Ivan Obradović, Ranka Stanković, Olivera Kitanović, Jelena Prodanović (2011)
    ... Management Systems – Global E-learning in a Scandinavian Perspective, NKI Forlaget, Oslo, 2003. [3] Zdravkova, K., E-learning 2.0 and its implementation, INFOtheca, Journal of informatics and librarianship, Vol. XI, No.2, pp.3-19, 2010. [4] Teresa Martin-Blas, E-learning Platforms in Physics ...
    ... postgraduate course InfoTeh. Keywords: E-Learning, Course Management, Blended Learning, Moodle 1. INTRODUCTION The role o ICT in education is growing substantially, whereas its application tends to take more and more diverse forms. Within the concept of e-learning, which can most broadly be ...
    ... a university setting | Ivan Obradović, Ranka Stanković, Olivera Kitanović, Jelena Prodanović | Proceedings of the Second International Conference on e-Learning, eLearning 2011, September 2011, Belgrade, Serbia | 2011 | | http://dr.rgf.bg.ac.rs/s/repo/item/0001464 Дигитални репозиторијум Рударско-геолошког ...

  • Parametri zbijanja komunalnog otpada određeni različitim laboratorijskim metodama

    Jovana M Janković Pantić, Dragoslav R Rakić, Irena G Basarić Ikodinović, Tina D Đurić, Snežana Bogdanović (2021)
    Zbijanje komunalnog otpada predstavlja jednu od osnovnih faza korišćenja komunalne deponije. Zbog toga je kao i kod drugih nasutih građevina, veoma korisno odrediti parametre zbijanja: maksimalnu suvu zapreminsku težinu (dmax) i optimalnu vlažnost (wopt). Dobijeni rezultati mogu da posluže prilikom projektovanja kapaciteta deponije kao i prilikom definisanja obradivosti otpada. U dosadašnjoj praksi najčešći način određivanja parametra zbijanja je standardna metoda (Proktorov opit) koja se koristi u mehanici tla, uz eventualnu redukciju energije zbijanja. Međutim, različiti tretmani komunalnog otpada na ...
    deponija komunalnog otpada, zbijanje, Proktorov opit, malj sa šiljcima
    ... od E, = 550 kJ/m? i Ex = 2500 kJ/m*. Na slici I prikazane зи dve serije uzoraka koje su formirane od nesagorivog komunalnog otpada. Nesagorivi otpad imao је optimalnu vlažnost wopr = 10-20 % pri maksimalnoj suvoj zapreminskoj težini od Yamax = 6 kN/m? - 8 kN/mš. = Б — =_ - uzorak B, Е=2500 ...
    ... Е=2500 kJ/mž 70 изогак C, E=550 kJ/m" Suv a za pr em in sk a tež ina Y ama x (k N/ m* ) 60 _— = 7—*\\ -; 55 uzorak B, E=550 kJ/m? ~ [ EN RTGR RRAAA EAA о 10 20 30 40 50 60 Optimalna vlažnost М/, (%) Slika 1. Prikaz rezultata Proktorovog орца га nesagoriv Котипа тт ограа (Поћ i dr ...
    ... zbijanja od E = 2700 kJ/m?, korišćenjem otpada sa maksimalnom veličinom čestica od 25 тт u cilindru prečnika 152 mm. Maksimalna suva zapreminska težina od уатах = 5.1 kN/m? postignuta је pri optimalnoj vlažnosti od Wop: = 66%. Nakon toga је četiri puta povećao energiju zbijanja na E = 10 800 kJ/m* ...

  • Using Query Expansion for Cross-Lingual Mathematical Terminology Extraction

    Velislava Stoykova, Ranka Stanković (2018)

  • Geologic Information System of Serbia

    Branislav Blagojević, Branislav Trivić, Ranka Stanković, Nenad Banjac, Olivera Kitanović (2011)
    Geologic information system of Serbia (GeolISS) represents repository for digital archiving, query, retrieving, analysis and geologic data visualization. The GeolISS is implemented through ESRI ArcGIS technology, and is designed to operate as a personal geodatabase (MS Jet 4.0 Engine) and SDE enterprise geodatabase in MS SQL Server. The objective of GeolISS implementation is integration of existing geologic archives, data from published maps at different scales, newly acquired field data, as well as Web publishing of geologic information. Physical implementation ...
    Geologic information system, Conceptual model, Logical model, Implementation, Geodatabase
    ... Serbia, e-mail: bsblagojevic@yahoo.com 2 Faculty of Mining and Geology, Đušina 7, 11000 Belgrade, Serbia, e-mail: btrivic@rgf.bg.ac.rs 3 Faculty of Mining and Geology, Đušina 7, 11000 Belgrade, Serbia, e-mail: ranka@rgf.bg.ac.rs 4 Faculty of Mining and Geology, Đušina 7, 11000 Belgrade, Serbia, e-mail: ...
    ... e-mail: olja@rgf.bg.ac.rs 5 Faculty of Mining and Geology, Kamenička 6, 11000 Belgrade, Serbia, e-mail: nenad@beotel.net http://www.seegrid.csiro.au/ http://www.isotc211.org/ Logical framework of GeolISS implementation is based on five elements: Concept, Observation, Description, Spatial entity – Features ...

  • Mehanizam nastanka bjelasičke klipe u internim Dinaridima severne Crne Gore

    Katarina Stefanović (2024)
    Bjelasička klipa predstavlja segment Internih Dinarida na području severne Crne Gore. Područje obuhvata tektonski kontakt Drinsko-ivanjičke jedinice i Istočnobosansko-durmitorske jedinice, pri čemu se na širem području nalaze i jedinice Prekarst i Zona bosanskog fliša. Tektonska klipa Drinsko-ivanjičke jedinice, odnosno bjelasička klipa, kao i generalna tektonska evolucija područja u kom se ona nalazi, nisu izučeni u adekvatnoj meri. Stoga je cilj ovog rada pribavljanje novih podataka o tektonskoj evoluciji bjelasičke klipe, koji mogu biti značajan prilog za bolje poznavanje geodinamičke ...
    Interni Dinaridi, paleonaponska analiza, bi-direkciona ekstenzija, rased Skadar-Peć, dekstralno smicanje
    ... Optmizaton method F 18 F e Rotahor Curvet — || |ps Tw vaarw }s lws wr rv e J Steess Tensor Load |_Mak a \;; | zz — a Wekomkt __B · H| | |oiaabaanad +| f i \ || 1 n4/4) _s|e-shu | | H} a oOs a as | ap 03 a BO 35 | _•ja[Gw — ı| es Regme | NS_ SHmax| 069— + | 71 — ig e g il o [ 424 3i mex{1Gi w ...
    ... jedinica [E Pangaion-birinska a & ioliti i one vutura X e MpdSava zona I Zapadna Vardarska zona l istočna Vardarska zona Jedinice Adrije (Dinaridi i Hclenidi) , Jadranskomore MB adar-Kopaonik _ & Drina-Ivanjica a Tstočnobosansko-durmitorska jedinica - Prekarst i Bosna fliš e Visoki krš ...
    ... | 4 | 12,4 | 0,48 | 2,00| E | Transpresija N ž“ T5b | IBD P 083/09 | 351/17 | 200/70 | 14 | IO |0,51 | 51 | C Kompresija š T8 DI To | O80/I8 | 187/41 | 333/43 | 4 2,7 | 0,50 | 2,00 | E | Transpresija Pz Š TIO DI To | 087/29 | 190/34 | 327/43 | 4 65 |0,50 | 2,00 | E | Transpresija > o š TII ...

  • Моделирање утицаја одступања линије најмањех отпора од пројектоване на интензитет потреса од минирања

    Стефан Милановић (2024)
    Према дефиницији линија најмањег отпора представља најкраће растојање од центра минског пуњења до слободне површине. Oвим истраживањем представљен је утицај линије најмањег отпора, као и њеног одступања од пројектоване на интезитет потреса услед минирања. Проблем линије најмањег отпора је веома заступљен у пракси, где се занемарује изглед слободне површине, који може бити врло неправилан. Линију најмањег отпора је потребно мерити целом дужином минске бушотине према слободној површини, иако је у пракси случај да се мери најчешће као растојање од ...
    линија најмањег отпора, 3D модел, потреси услед минирања, минирање, слободна површина, метода раздвојених елемената