Претрага
1169 items
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Analiza nosivosti vertikalno opterećenog šipa za potrebe izgradnje petlje „Merošina 1“ na autoputu E-80 deonica: Niš – Merošina
U Srbiji je počela izgradnja autoputa E-80 koji će predstavljati saobraćajno čvorište zapadnog Balkana i biće deo glavne regionalne transportne mreže jugoistočne Evrope. Njegova ukupna dužina kroz Srbiju iznosi 77 km, a prva deonica u dužini od 5.5 km je završena i puštena u saobraćaj krajem jula 2023. god. To je prva od četiri deonice Sektora 1 čija je dužina 32.65 km. U sklopu petlje „Merošina 1“ izgrađen je nadvožnjak koji je oslonjen na devet stubnih mesta na međusobnom ...Dragoslav Rakić, Nikola Božović, Miloš Stevanović, Milan Bogdanović. "Analiza nosivosti vertikalno opterećenog šipa za potrebe izgradnje petlje „Merošina 1“ na autoputu E-80 deonica: Niš – Merošina" in Geotehnički aspekti građevinarstva i zemljotresno inženjerstvo – Vrnjačka Banja, 01-03. novembar 2023., Beograd : Savez građevinskih inženjere Srbije (2023)
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Hidrogeoekološki uslovi eksploatacije kamenih i mrkih ugljeva Srbije
Branko R. Miladinović (2016-04-27)Ugalj predstavlja energent na čijoj osnovi se razvija privreda celog sveta.Zato mu se pridaje velika pažnja u eksploataciji i preradi, bez obzira na mnogeštetne uticaje na životnu sredinu, a posebno na efekat staklene bašte koji sestvara emisijom zagađujućih materija u atmosferu radom termoelektrana naugalj.U Srbiji, resurs koji se danas u najvećoj meri koristi u proizvodnjielektrične energije je ugalj i on učestvuje u proseku sa 70 %. U strukturi ukupneproizvodnje ugljeva, dominiraju lignitski ugljevi sa učešćem od 98 %, a ...Srbija, kameni i mrki ugalj, podzemna eksploatacija, preradauglja, rudničke vode, hemijski sastav, emisija zagađujućih materija, životnasredina... o 9,0 - 13,6 m (pesak, sitnozrn, delimično glinovit, ukupna debljina sloja je m= 4,6 m); 144 o 17,3 – 38,8 m (pesak, sitnozrn sa tanjim proslojcima laporovite gline, ukupna debljina sloja je m= 21,5 m); o 46,3 – 52,6 m (pesak, delom zaglinjen, ukupna debljina sloja je m= 6,3 m). U ovim ...
... parametar iskazuje u m³CH4 (računato na normalne uslove p = 1033 mbara i t = 0°C) i svodi se na 1 tonu mase, odnosno 1 m³ zapremine stenskog masiva u prirodnom stanju. Zato se izražava masena metanonosnost m CHV 4 (m³CH4/t) i zapreminska metanonosnost m CHV 4 (m³CH4/m³). Metanoobilnost podzemnih ...
... a = u ~ V I~ je ~_ K a M e H V lX V I M p K V lX y r J b e B a C p 6 V 1 je M e H T O p n p O c p . A P V 1 B a H M a T V In n O T n V lC a H V I /a --~~~~~~~~~~~------ 5 p a H K O P . M V lI la A V lH O B V In V 1 3 ja B J b y je M A a je u r r a v n a n a a e p s z ja M o r A O K T o p C K o r ...Branko R. Miladinović. "Hidrogeoekološki uslovi eksploatacije kamenih i mrkih ugljeva Srbije" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2016-04-27)
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Dosadašnja saznanja o bijelim boksitima na prostoru Crne Gore
Mia Jovanović, Slobodan Radusinović, Vladimir Simić. "Dosadašnja saznanja o bijelim boksitima na prostoru Crne Gore" in Geološki glasnik (2023)
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Elektromagnetska sprega sistema litosfera-atmosfera-jonosfera
Aleksandra B. Kolarski (2016-08-25)Radio talasi vrlo niskih frekvencija VLF (eng. Very Low Frequency) frekventnog opsega od 3 do 30 kHz, koji se prostiru talasovodom Zemlja-jonosfera (50 -90 km) su, kao što je poznato, efikasni i nezamenljivi u osmatranju pojava u niskoj jonosferi, sa tla...prostiranje talasa vrlo niskih frekvencija, talasovod Zemlja-jonosfera, globalno električno kolo, atmosfersko električno pražnjenje, kratkotrajne svetlosne pojave... 22:35:17.3 UT NAA/24.0 kHz visina (km) Am (dB) Pm (°) Acalc (dB) Pcalc (°) Ne1 (m-3) Ne2 (m-3) MQ (50 m) (Ckm) MQ (100 m) (Ckm) E (50 m) (MJ) E (100 m) (MJ) 50 7.5 -4.1 7.34 -3.63 2.15103 4.12107 - - - - 75 7.09105 1.581011 180 715 180 ...
... 22:35:17.3 UT GQD/22.1 kHz visina (km) Am (dB) Pm (°) Acalc (dB) Pcalc (°) Ne1 (m-3) Ne2 (m-3) MQ (50 m) (Ckm) MQ (100 m) (Ckm) E (50 m) (MJ) E (100 m) (MJ) I 50 - 0.5 1.2 - 0.6 3.0 1.02103 1.41103 - - - - 75 1.14106 1.23106 - - - - ...
... Uman, M. A. (2003). Lightning: physics and effects. Cambridge University Press., page 687. Rycroft, M. J. (2003). The Earth and its atmosphere. In Davies, M., editor, The standard handbook for aeronautical and astronautical engineers, pp. 16.1-16.12. McGraw-Hill. 107 Rycroft, M. J., ...Aleksandra B. Kolarski. "Elektromagnetska sprega sistema litosfera-atmosfera-jonosfera" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2016-08-25)
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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 ...... 35 ppm Kovin 2 / Open Pit Drmno under running |0 Low M High R. Vel ika M or av a OI II Coal Layer Zn avg. = 40 ppm R. Vel ika M or av a |0 Low M High III Coal Layer Zn avg. = 30 ppm |0 Low M High R. Vel ika M or av a ICoalLayer Pb avg. = 40 ppm Kovin 2 Open Pit ...
... 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 aps | a || os owaoco | Low M High vgolooosodooo dccc 1 ...
... 172 Floorclayl1|coal WWWWWWGWG=M 31 Roof waste III coal 0008 35 Wicoa II—–_L_p|oDzza—u 42 Intralayer waste li coal 00000 28 FloorsandiM! – 0 O000001001010100001010000#101.101101100101011101010101012#101010 201 IIIA 165 Floor clay Il - deep seated 000 33, o a M ON ___ ___ ___ Eč] Quaternary ...Bogoljub Vučković, Bojan Dimitrijević. "Heavy metals in lignite and soil of Kostolac-Kovin coal basin, eastern Serbia - comparative analysis with selected cities in Serbia, region, Europe and world" in 9th International Conference Mining and Environmental Protection, 24–27. May 2023, Sokobanja, Beograd : Univerzitet u Beogradu, Rudarsko-geološki fakultet (2023)
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Mapping and classifying large deformation from digital imagery: application to analogue models of lithosphere deformation
kontinentalna tektonika: kompresija, kontinentalna tektonika: ekstenzija, kontinentalna tektonika: transkurentni i transformni rasedi, pukotine, rasedi, zone snažnih deformacija, kinematika deformacija kore i omotača, teorijska mehanika, modelovanje... Commun., 10(1), 1–15. D o w n lo a d e d fro m h ttp s ://a c a d e m ic .o u p .c o m /g ji/a rtic le /2 2 6 /2 /9 8 4 /6 1 9 5 5 2 9 b y g u e s t o n 1 9 J u ly 2 0 2 1 1014 T. Broerse et al. Schellart, W., Jessell, M. & Lister, G., 2003. Asymmetric deformation in the ...
... reuse, distribution, and reproduction in any medium, provided the original work is properly cited. D o w n lo a d e d fro m h ttp s ://a c a d e m ic .o u p .c o m /g ji/a rtic le /2 2 6 /2 /9 8 4 /6 1 9 5 5 2 9 b y g u e s t o n 1 9 J u ly 2 0 2 1 Mapping and classifying ...
... epoch t that initially had the reference position X we construct as: x = X + t ∑ i=1 δu(X, t), (1) D o w n lo a d e d fro m h ttp s ://a c a d e m ic .o u p .c o m /g ji/a rtic le /2 2 6 /2 /9 8 4 /6 1 9 5 5 2 9 b y g u e s t o n 1 9 J u ly 2 0 2 1 986 T. Broerse et al. ...Taco Broerse, Nemanja Krstekanić, Cor Kasbergen, Ernst Willingshofer. "Mapping and classifying large deformation from digital imagery: application to analogue models of lithosphere deformation" in Geophysical Journal International, Oxford University Press (OUP) (2021). https://doi.org/10.1093/gji/ggab120
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The number of unimodular roots of some reciprocal polynomials
Dragan Stankov (2020)We introduce a sequence P2n of monic reciprocal polynomials with integer coefficients having the central coefficients fixed. We prove that the ratio between number of nonunimodular roots of P2n and its degree d has a limit when d tends to infinity. We present an algorithm for calculation the limit and a numerical method for its approximation. If P2n is the sum of a fixed number of monomials we determine the central coefficients such that the ratio has the minimal limit. ...Algebraic integer, the house of algebraic integer, maximal modulus, reciprocal polynomial, primitive polynomial, Schinzel-Zassenhaus conjecture, Mahler measure, method of least squares, cyclotomic polynomialsDragan Stankov. "The number of unimodular roots of some reciprocal polynomials" in Cmptes rendus mathematique (2020). https://doi.org/10.5802/crmath.28
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Geotehnički aspekti izgradnje visećeg pešačkog mosta u Starom gradu u Užicu
U radu su prikazani rezultati geotehničkih istraživanja za potrebe izgradnje visećeg pešačkog mosta preko klisure reke Đetinje u Užicu. Predviđeno je da most, sistema prednapregnute trake, omogući prelaz pešacima sa desne dolinske strane na stranu Starog grada, koja je opasana strmom liticom (cca. 40 m visine). Za potrebe formiranja geotehničkog modela i strukturnog sklopa krečnjačke stenske mase korišćen je postupak fotogrametrijskog snimanja dronom. Predviđeno je da se zatežuća sila (od oko 30 MN), koju most prenosi na obalni stub, ...fotogrametrija, stabilnost kosina, pukotine, prednapregnuta sidra, test granične nosivosti, paker (Ližonov) test... će se nalaziti sidrišna deonica prednapregnutih geotehničkih sidara. Intervali (etaže) na kojima je vršeno ispitivanje su 5 m dužine, ı to: 10 - 15 m, 15 - 20 m ı 20 - 25 m. Ciklusi ispitivanja u bušotini BI su izvedeni u 5 faza (pri čemu je svaka trajala od 5 do 12 min, tJ. do ustaljenja protoka) ...
... numeričke stabilnosti) usvojeno od 1,0 m za međuslojne i 3,0 m za dve subvertikalne familije. Kontinualnost međuslojnih pukotina procenjena je da iznosi 80% (20% : 80% = materijalni mostovi : pukotine), pri čemu su njihove dužine 5 m. Dužine subvertikalnih pukotina su 5 m, a kontinualnost je 50%. Svi parametri ...
... manuelno krećući se letelicom gore-dole po vertikalama na udaljenosti od 10-15 m od stene pri čemu je kamera bila nagnuta 15" od horizonta. Način snimanja je bio /free/f/Tght, pri čemu je podešeno da kamera okida na pređenih 2 m pri kretanju horizontalno i vertikalno kako bi se postigao dovoljan preklop ...Zoran Berisavljević, Miloš Marjanović, Uroš Đurić. "Geotehnički aspekti izgradnje visećeg pešačkog mosta u Starom gradu u Užicu" in Zbornik radova / Međunarodno naučno-stručno savetovanje Geotehnički aspekti građevinarstva i zemljotresno inženjerstvo, Vrnjačka banja, 1-3. novembar 2023., Beograd : Savez građevinskih inženjera Srbije (2023.)
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Просторни положај лежишта угља Ђурђевик: геофизичко-геолошки модел
Синиша Арсеновић (2019)Лежиште угља Ђурђевик представља источни део Бановићког угљеног басена и припада северној страни босанске офиолитске зоне унутрашњих Динарида у чији састав улазе стене палеозојске, мезозојске и кенозојске старости. Језерска доњомиоценска угљоносна серија изграђена је од лапоровито-глиновитих седимената са једним слојем мрког угља. Дебљина угљеног слоја креће се у интервалу од 5 до 25 m са генералним правцем пружања СЗ - ЈИ и падом према ЈЗ. У зони обухваћеноj геофизичким истраживањима изражена je пострудна тектоника у виду раседа мањег и ...... границама 0 s – 0 m – 0 m; 0,6 s – 250 m – 250 m за позицију Х = 250 m) дефинисани су улазни параметри за процес миграције сеизмичких податка. Табела 3.3. - Дефинисање параметара PSDM миграције Параметар Од До Координате профила, Х оса 0 m 500 m Координате профила, Y osa 0 m 0 m Излазна секција ...
... секција, граничне вредности 0 m 500 m Резолуција излазне секције (корак) 1 m Коридинате профила, Z оса 0 m 500 m Резолуција, корак Z осе 1 m Временска дискретизација 1 m Вредност маргине 50 m Градијент 0,5 Vp/Vs 1,5 Крајњи резултат, у виду стекиране секције уз примену миграције ...
... размак 10 m Позиција првог геофона 0 m Последња геофонска позиција 500 m Укупан број геофона/активно по снимку 123 Геофонски инкремент по снимку 10 m – једна геoфонска позиција Позиција првог извора (геофонска позиција) -30 m Позиција последњег извора 470 m Корак инкремента извора 10 m/1 геофонска ...Синиша Арсеновић. Просторни положај лежишта угља Ђурђевик: геофизичко-геолошки модел, Београд : Рударско-геолошки факултет, 2019
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Badenske školjke jugoistočnog oboda Panonskkog basena (Centralni Paratetis)
Gordana M. Jovanović (2014-12-05)Rad obuhvata detaljnu studiju badenskih školjaka koje potiču sa terenajugoistočnog oboda Panonskog basena (Centralni Paratetis). Proučavani su lokaliteti naprostorima Srbije (Fruška gora, Golubac, okolina Beograda, Aranđelovca, Koceljeva,Loznica) i severoistočne Bosne (Ugljevik). Pored taksonomske analize i paleontološkihopisa bivalvija, u radu je dat i spisak revidovanih vrsta koje su do sada pronađene usedimentima badenskog kata istraživanog terena. Do sada je ukupno poznato 41familija, 108 rodova i 174 taksona. Identifikovano je 170 bivalvijskih vrsta, međukojima su neke prvi put konstatovane na ovim ...školjke, baden, Panonski basen (Centralni Paratetis), stratigrafija,paleoekologija, paleogeografija, paleobiogeografija... Memoir, 119: 1–215. Amler, M., Fischer, R. i Rogalla , N. S. 2000. Muscheln. Enke Verlag, Stuttgart, pp 133. Anđelković, M., Pavlović, M. Eremija, M., i Anđelković, J. 1989. Geologija šire okoline Beograda. 4, Paleogeografija, 282 . Anđelković, M., Eremija, M., Pavlović, M., Anđelković, J., Mitro ...
... -Trifunović, M., i Rakić, M. 1971. Basic geological map 1:100 000, Sheet Novi Sad, with Explanatory book. 52 pp. Savezni geološki zavod, Beograd (in Serbian). Čičulić, M., Veselinović, M., 1975: Vrdnički basen. Stratigrafija Srbije, Kaustobioliti, 7: 97-102, Beograd. Čičulić, M., 1977. Miocen ...
... ić, M., Pašić M., Rakić, M. 1976. Fruška Gora- monografski prikaz geološke građe i tektonskog sklopa. Matica Srpska, str. 267, Novi Sad. Petrović, M. 1962. Prilog poznavanju tortonskih foraminifera iz Beograda i bliže okoline Geološki anali Balkanskoga poluostrva, 29: 27-38. Petrović, M. 1966 ...Gordana M. Jovanović. "Badenske školjke jugoistočnog oboda Panonskkog basena (Centralni Paratetis)" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2014-12-05)
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Hyperpycnites within the Devonian-Carboniferous flysch of the Carpatho-Balkanides (Kostadinovica, eastern Serbia)
Miloš Radonjić (2020)This study presents new discoveries of vascular plants and the trace fossil Dictyodora liebeana (GEINITZ) from the Devonian–Carboniferous Kučaj-Zvonce flysch of the Carpatho-Balkanides and the implications of this fossil association for its sedimentary setting. The occurrence of the described plant debris in a deep-marine environment indicates the presence of hyperpycnites within the siliciclastic turbidites exposed at the Kostadinovica locality. The sedimentological data and the characteristics of the fossil material support the proposed model in which the sediment was at ...Mississippian flora, Dictyodora liebeana (GEINITZ), hyperpycnites, Kučaj-Zvonce flysch, Carpatho-Balkanides... of unit B. Dark gray, fine-grained sandstone/siltstone cou- plets form the next 4 m of unit C. 3.4. Unit D (interval: 25.25 to 31.75 m of the column) Unit D begins at 25.25 m from the start of the column and is 6.5 m thick. Turbidite beds composed of medium-grained sandstones and siltstone/mudstones ...
... 25.25 m of the column) Unit C of the section begins above the 15 m mark of the column, from where there is a notable decrease in bed thickness, which on average ranges from 3–5 cm, exceptionally up to 10 cm. A dextral strike-slip fault zone (Fss in Fig. 2) truncates the unit at about 16 m and offsets ...
... SUDAR, M. & ERCEGOVAC, M. (2005): Carboniferous of the Central Part of the Balkan Peninsula.– Bulletin T. CXXX de l’Académie serbe des sciences et des arts – Classe des sciences mathéma- tiques et naturelles, Sciences Naturelles, 43, 9–28. Belgrade. KRSTIĆ, B., MASLAREVIĆ, LJ., SUDAR, M. & ERCEGOVAC ...Miloš Radonjić. "Hyperpycnites within the Devonian-Carboniferous flysch of the Carpatho-Balkanides (Kostadinovica, eastern Serbia)" in Geologia Croatica, Croatian Geological Survey (2020). https://doi.org/10.4154/gc.2020.13
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Ograničenja primene optimizacionih algoritama u slučaju kopova
Proces optimizacije površinskih kopova, kao sastavni deo strateškog planiranja, veoma je važan sa stanovišta ostvarivanja maksimalnih efekata proizvodnje. To je složen zadatak koji vrlo često podleže vrlo strogim geometrijskim i drugim praktičnim rudarskim ograničenjima. Ova ograničenja u posebno su izražena na površinskim kopovima uglja, te u značajnoj meri mogu povećati stepen neizvesnosti rudarskog projekta, odnosno izazvati neželjena dejstva u pogledu profitabilnosti poslovanja. Iz tog razloga, veoma je važna primena savremenih optimizacionih alata, koji u značajnoj meri mogu olakšati celokupan ...... Dobrosavljević M., Stojanović M., Pešić Georgiadis M.: Algoritam za kreiranje digitalnog: modela etažnih površi, Zbornik radova, IX Međunarodna konferencija Ugalj 2019, Zlatibor, pp. 273-280. Jugoslovenski komitet za površinsku eksploataciju Beograd ISBN: 978-86-83497-26-3, 2019 Banković M., Stevanović ...
... 2015 Stevanović D., Banković M., Pešić Georgladis M., Stanković R.: Approach to operational mine planning: Case study Tamnava West, Tehnika, No 6, Savez inženjera i tehničara Srbije, pp. 952-960, ISSN 0040-2176, 2014 Stevanović D., Banković M., Pešić Georgiadis M., Stanković R.: Operational Mine ...
... sticanjem značajnog rudarskog iskustva a ujedno i inicirala afirmisanje činjenice da su najbolja ležišta već otkopana (D. Stevanović, M. Dobrosavljević, M. Stojanović, M. Pešić, Georgiadis, 2019). Međutim, potrebno je istaći da kompleksnost eksploatacije uglja ne umanjuje njegov značaj i primenu, ...Dejan Stevanović, Mirjana Banković, Milica Pešić Georgiadis, Petar Marković, Dejan Ranković. "Ograničenja primene optimizacionih algoritama u slučaju kopova" in XIV Međunarodna konferencija OMC 2020, Zlatibor, Srbija, 14-17. oktobar 2020., Beograd : Jugoslovenski komitet za površinsku eksploataciju (2020)
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Mio-Pliocene Geodynamics and its Stratigraphic Consequences in the Area of Avala Mt. (Belgrade, Serbia)
... rs 57 7th International Workshop | Neogene of Central and South-Eastern Europe ysis revealed statistically signiºcant signals with 14.2 m and 2.1–3.3 m wavelength. °ese signals correspond to the 100-kyr eccentricity and precession cycles, respectively. Our results allowed calculation of the average ...
... over the reddish ¼uvial facies of the undivided Lower Miocene. Besides, a lot of new ysis revealed statistically significant signals with 14.2 m and 2.1-3.3 m wavelength. These signals correspond to the 100-kyr eccentricity and precession cycles, respectively. Our results allowed calculation of the average ...
... EREMIJA, M. (1977): Miocen u oblasti eksumiranog mezozojsko-serpentinskog paleoreljefa, od Rakovice do Ripnja. In: PETKOVIĆ, K. (ed.): Geologija Srbije. Stratigraºja II/3, 145–154, Beograd. KNEŽEVIĆ, S. (1989): Prinove iz ponta belopotočkog rova. Geo. Anali Balk. Pol., 53, 373–382. MAROVIĆ, M., TOLJIĆ ...Ljupko Rundić, Meri Ganić, Slobodan Knežević, Dejan Radivojević. "Mio-Pliocene Geodynamics and its Stratigraphic Consequences in the Area of Avala Mt. (Belgrade, Serbia)" in 7th International Workshop: Neogene of Central and South-Eastern Europe, Velika, Croatia, maj 2017, Croatian Geological Society (2017)
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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)... H C l o m n ( n oitc u d or p 4 ss a m yr d g 1- y a d 1- ) 0.0 0.2 0.4 0.6 60.0 80.0 100.0 120.0 K B R V LN -W 1 V LN -W 2 K N N -W 1 K N N -W 2 TC B - W 1 TC B - W 2 B C B - W 1 B C B - W 2 O C 2 O C l o m n( n oi tc u d or p 2 ss a m yr d g 1- ...
... andQuaternary sediments up to 1000 m in thickness (Brezigar, 1985). Velenje lignite was formed in a marsh environment (Brezigar et al., 1985). Themain lignite seam is characterized by a thickness of up to 165 m in the central part of the seam with an average of 60 m (Liu et al., 2019). 2.3. Sampling ...
... L.R., Nijs, W., Aparicio, G., Trombetti, M., Mandras, G., Peteves, E., Tzimas, E., 2018. EU Coal Regions: Opportuni- ties and Challenges Ahead (JRC112593 EUR 29292 EN) Luxembourg. Bechtel, A., Widera, M., Sachsenhofer, R.F., Gratzer, R., Lücke, A., Woszczyk, M., 2007. Bio- marker and stable carbon isotope ...Anna Pytlak, Anna Szafranek-Nakonieczna, Weronika Goraj, Izabela Śnieżyńska, Aleksandra Krążała, Artur Banach, Ivica Ristović, Mirosław Słowakiewicz, Zofia Stępniewska. "A survey of greenhouse gases production in central European lignites" in Science of The Total Environment, Elsevier (2021). https://doi.org/10.1016/j.scitotenv.2021.149551
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Fluid inclusion systematics in the Okoška gora polymetallic deposit
... 14. Drovenik, M., Pleničar, M. & Drovenik, F. 1980: The origin of Slovenian ore deposits. - Geolog 230), 1–157. | Fodor, L., Balazs, A., Csillag, G., Dunkl, L., Hćja, G., Jelen, В., Kelemen, P., Kovećr, S., Nemeth, A Nyiri, D., Selmeczi, 1., Trajanova, M., Vrabec, M. & Vrabec, M. 2021: Crustal exhamati ...
... Slovenian Geologists ODDELEK ZA GEOLOGIJO Ljubljana 2021 јапак, M., Froitzheim, N., Luptak, B., Vrabec, M, & ultrahigh-pressure metamorphism of eclogites subduction in the Eastern Alps, Slovenia. • T. Linnemann, U., Ouzegane, K., Drareni ...
... T.. Basei, M. A. S., Nolte, N 2018: Provenance of Austroalpine basement metasedimenits: connections between peri-Gondwanan domainsofcentral Eur International Journal ofEarth Sciences, 107, 2293-2315, | Šoster, А., Хамацик,Ј., O'Sullivan, Р., Непес, U., Potočnik Krajnc, B.,1 Dolenec, M. 2020: Geochemistry ...Aleš Šoster, Miloš Velojić, Barbara Potočnik Krajnc, Matej Dolenec. "Fluid inclusion systematics in the Okoška gora polymetallic deposit" in 25th meeting of Slovenian geologists, Ljubljana, 2021, Univerza v Ljubljani, Oddelek za geologijo (2021)
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Application of Lignite Combustion Waste Slag Generated in Heating Plants as a Partial Replacement for Cement. Part II: Physical–Mechanical and Physical–Chemical Characterization of Mortar and Concrete
Milan Kragović, Nenad Ristić , Jelena Gulicovski, Andrijana Nedeljković, Snežana Pašalić, Ivica Ristović, Marija Stojmenović (2021)sagorevanje lignita, otpadna šljaka, zamena cementa, proizvodnja maltera i betona, fizičko-mehanička i fizičko-hemijska karakterizacija... laboratory mixer “Hobart N-50”. Minerals 2021, 11, 925 4 of 16 Table 2. Mix proportion of mortar for one series of samples. Component E-M P10-M P15-M P20-M P25-M Cement [g (cm3)] 450.00 (142.86) 402.34 (127.73) 378.73 (120.23) 355.27 (112.78) 331.96 (105.38) Slag [g (cm3)] - 39.79 (17.76) 59.48 (26 ...
... on of samples are given in Tables 4 and 5 and Figures 1–6. Table 4. Physical properties of fresh and hardened mortar. Parameter Unit E-M P10-M P15-M P20-M P25-M Consistency: by flow table mm 205 ± 7.9 187 ± 7.2 169 ± 7.5 152 ± 6.4 136 ± 6.0 Bulk density of fresh mortar kg/m3 2248 ± 12.3 2215 ± 10 ...
... equation: εsm,i = ∆lsm(t) lsm [mm/m] (3) where ∆lsm (t) was the difference of the sample length at the moment that t and the baseline reading t = 72 h in mm; lsm was the length of the mortar prism expressed in m; and εsm,i was the shrinkage of the mortar prism expressed in mm/m. Adhesion (determination of ...Milan Kragović, Nenad Ristić , Jelena Gulicovski, Andrijana Nedeljković, Snežana Pašalić, Ivica Ristović, Marija Stojmenović . "Application of Lignite Combustion Waste Slag Generated in Heating Plants as a Partial Replacement for Cement. Part II: Physical–Mechanical and Physical–Chemical Characterization of Mortar and Concrete" in Minerals, MDPI (2021). https://doi.org/10.3390/min11090925
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Pre-failure deformation monitoring as rockfall prediction tool
... Marjanović M, Abolmasov B, Đurić U and Basarić I 2015 Rockfall Monitoring Based on Surface Models. Surface Models for Geosciences, ed K Růžičková, T Inspektor (Springer International Publishing: Int.) pp. 37-44 [10] Marjanović M, Abolmasov B, Pejić M, Bogdanović S and Samardžić-Petrović M 2017 Rockfall ...
... Lato M J, Gauthier D and Edwards T 2015 Identifying rock slope failure precursors using LiDAR for transportation corridor hazard management. Eng. Geol. 195 93–103 [5] De Vilder S J, Rosser N J and Brain M J 2017 Forensic analysis of rockfall scars. Geomorphology 295 202–214 [6] Janeras M, Jara ...
... Jara J A, Royán M J, Vilaplana J M, Aguasca A, Fàbregas X, Gili J and Buxó P 2017 Multi-technique approach to 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 ...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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Influence of DEM resolution on numerical modelling of debris flows in RAMMS - Selanac case study
Debris flows induced by intensive rainfall represent very hazardous phenomena in many parts of the World. Methods for prediction of runout distance of flow like mass movements are different and depending on the input data, rheology, and available or appropriate numerical solution. However, sometimes it is not easy to obtain pre event and post event high-resolution data in the rural or mountainous area. Thus, the topology of terrain is the most important input parameter for the every real case ...... with 30x30m DEM as input a) ξ =500 m/s 2 ,μ=0.05 b) deposited material depth≈5m In other case, almost the same volume was reached in deposition zone but with much greater deposition height. The best fitted parameters that were chosen are μ=0.11 and ξ=500 m/s2 (Fig 6). In both cases, there ...
... initiated mass. Figure 6 Final model with 5x5m DEM as input a) ξ =500 m/s 2 ,μ=0.11 b) deposited material depth≈14m Conclusion According to estimated depth in deposited zone, ERT investigation supposed 20 m in deepest part, and comparison of two epoch DEM ≈15m. Numerical model with ...
... Bartelt P, Buehler Y, Christen M, Deubelbeiss Y, Graf C, McArdell B W (2013) RAMMS–rapid mass movement simulation, A modelling system for debris flows in research and practice, user manual v1.5, debris flow, Institute for Snow and Avalanche Research SLF, pp 126. Christen M, Bartelt P, Kowalski J (2010b) ...Jelka Krušić, Biljana Abolmasov, Mileva Samardžić Petrović. "Influence of DEM resolution on numerical modelling of debris flows in RAMMS - Selanac case study" in 4th Regional Symposium on Landslides in the Adriatic Balkan Region, 23-25 October 2019, Sarajevo, Bosnia and Herzegovina, Geotechnical Society of Bosnia and Herzegovina (2019). https://doi.org/ 10.35123/ReSyLAB_2019
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Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules
The stability analysis of homogeneous rock slope following the Hoek–Brown failure criterion under the hypothesis of different flow rules is performed based on limit equilibrium and finite element methods. The applied failure criterion is the generalized Hoek–Brown that can be introduced as a shear/normal function in analysis applying different flow rules. The results are compared with those obtained by the application of equivalent shear strength parameters of the Mohr–Coulomb criterion, considering that this is still the most widely used ...Kružna klizna površ, Huk-Braunov kriterijum loma, Kriterijum popuštanja, Smičuća/normalna funkcija, Nivo napona, Verovatnoća i parametarska analizaSvetlana Melentijević, Zoran Berisavljević, Dušan Berisavljević, Claudio Olalla Marañón . "Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules" in Bulletin of Engineering Geology and the Environment , Springer (2024). https://doi.org/10.1007/s10064-024-03667-0
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The use of biological markers in determination of origin and type of organic matter in the Tisza river sediments
Snežana Štrbac, Gordana Gajica, Aleksandra Šajnović, Nebojša Vasić, Ksenija Stojanović, Branimir Jovančićević (2013)The objective of the study was to determine the origin and type of organic matter (OM) of the Tisza recent sediments along the distance of 153 km through the territory of Serbia. For this purpose group organic-geochemical parameters and biomarker compositions were used. All samples contain approximately same amount of OM, which was deposited under uniform, slightly reducing conditions. Based on the distribution of n-alkanes, the origin and type of OM could not be precisely estimated. However, n-alkane patterns ...... , P. Polić, Fresenius Envir. Bull. 10 (2001) 527 15. B. M. Didyk, B. R. T. Simoneit, S. C. Brassell, G. Eglinton, Nature 272 (1978) 216 16. M. Obermajer, M. G. Fowler, L. R. Snowdon, Am. Assoc. Petrol. Geol. Bull. 83 (1999) 1426 17. J. M. Moldowan, W. K. Seifert, E. J. Gallegos, Am. Assoc. Petrol ...
... an additional 25 min. Detailed analyses of the target compounds were conducted using the following ion chromatograms: m/z = 71 (n-alka- nes and isoprenoids), m/z = 191 (terpanes) and m/z = 217 (steranes). The individual peaks were identified by comparison with literature data12 and based on the total ...
... crude oils from Rusanda (well 5; depth interval 2665–2675 m) and Elemir (well 19; depth interval 1640–1644 m) oil fields (Figs. 3–8; Tables IV and V), which are located close to the investigated area Fig. 5. GC–MS chromatograms of terpanes m/z 191 of the saturated fraction isolated from Rusanda ...Snežana Štrbac, Gordana Gajica, Aleksandra Šajnović, Nebojša Vasić, Ksenija Stojanović, Branimir Jovančićević. "The use of biological markers in determination of origin and type of organic matter in the Tisza river sediments" in Journal of Serbian Chemical Society, Beograd : Srpsko hemijsko društvo (2013). https://doi.org/10.2298/JSC130614087S