Претрага
774 items
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Geotehnički aspekti projektovanja i sanacije deponija komunalnog otpada
Rakić Dragoslav (2012)Rakić Dragoslav. "Geotehnički aspekti projektovanja i sanacije deponija komunalnog otpada" in Šesti tradicionalni skup: 1. Geološke podloge kao sastavni delovi prostornih i urbanističkih planova 2.Geotehničke podloge kao sastavni delovi glavnih gradjevinskih projekata - zakonska regulativa i praksa -, Divčibare, Srbija: (2012)
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Eksperimentalno istraživanje odnosa statičkih i dinamičkih konstanti elastičnosti na uzorcima mermera i kamene soli u funkciji promene opterećenja
Dragoslav Elezović (1977)Dragoslav Elezović. Eksperimentalno istraživanje odnosa statičkih i dinamičkih konstanti elastičnosti na uzorcima mermera i kamene soli u funkciji promene opterećenja, Beograd:Rudarsko-geološki fakultet, 1977
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Analiza kriva podeonih brojeva i njihovih anomalija za hidrociklone-klasifikatore u Borskoj flotaciji
Dragoslav Ranđić (1976)Dragoslav Ranđić. Analiza kriva podeonih brojeva i njihovih anomalija za hidrociklone-klasifikatore u Borskoj flotaciji, Beograd:Rudarsko-geološki fakultet, 1976
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Izbor tehnologije rada pri eksploataciji uglja iznad starih jamskih radova
Dragoslav Dragomirović (1992)Dragoslav Dragomirović. Izbor tehnologije rada pri eksploataciji uglja iznad starih jamskih radova, Beograd:Rudarsko-geološki fakultet, 1992
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Geotehnički činioci i njihov uticaj na nosivost i sleganje vertikalno opterećenih šipova
Dragoslav Rakić (1997)Dragoslav Rakić. Geotehnički činioci i njihov uticaj na nosivost i sleganje vertikalno opterećenih šipova, Beograd:Rudarsko-geološki fakultet, 1997
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Pegmatiti S.F.R. Jugoslavije
Dragoslav Nikolić (1963)Dragoslav Nikolić. Pegmatiti S.F.R. Jugoslavije, Beograd:Rudarsko Geološki Fakultet, 1963
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Termokonsolidacija u zasićenoj i nezasićenoj visokoelastičnoj sredini
Dragoslav Kuzmanović (1986)Dragoslav Kuzmanović. Termokonsolidacija u zasićenoj i nezasićenoj visokoelastičnoj sredini, Beograd:Rudarsko Geološki Fakultet, 1986
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Konstitutivne zavisnosti komunalnog otpada sa deponija u Srbiji
Dragoslav Rakić (2013)Dragoslav Rakić. Konstitutivne zavisnosti komunalnog otpada sa deponija u Srbiji, Beograd:Rudarsko Geološki Fakultet, 2013
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Zbirka rešenih zadataka iz mehanike tla
Dragoslav Rakić (2018)Dragoslav Rakić. Zbirka rešenih zadataka iz mehanike tla, Beograd : Univerzitet u Beogradu, Rudarsko-geološki fakultet, 2018
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Control of substructure construction of railways in the Republic of Serbia
Контрола збијености природног тла (у ископу) или збијеног у насипу при изградњи саобраћајница представља један од основних облика контроле квалитета доњег строја. Код изградње брзих саобраћајница (аутопутеви и брза железница) приоритет је постизање високог нивоа контроле извршених радова. У циљу онемогућавања диференцијалног слегања (при изградњи насипа), или промене запремине услед допунског збијања материјала, које неминовно доводе до деформација, потребно је извршити оптимално збијање материјала. У оквиру овог рада приказује се техничка регулатива која регулише контролу збијености при изградњи железничке ...... Republic of Serbia Dragan Lukić, Dragoslav Rakić, Irena Basarić Ikodinović Дигитални репозиторијум Рударско-геолошког факултета Универзитета у Београду [ДР РГФ] Control of substructure construction of railways in the Republic of Serbia | Dragan Lukić, Dragoslav Rakić, Irena Basarić Ikodinović | ...
... groups by AC classification Evd N/mm2 C o n s Main arterial route 1,03 120 U>15 50 1,00 80 GU,GP,GW, GF,SP,SW all other soil types 40 35 t r u c t Regional railway 1,00 100 U>15 45 0,97 60 GU,GP,GW, GF,SP,SW all other soil types 35 30 i o n Local railway and industrial rails 0,97 ...Dragan Lukić, Dragoslav Rakić, Irena Basarić Ikodinović. "Control of substructure construction of railways in the Republic of Serbia" in International Conference On Contemporary Theory and Practice in Construction XV, Banja Luka 16-17 jun 2022., University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy (2022)
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Developing Termbases for Expert Terminology under the TBX Standard
... ❣❡♦❧♦❣②✮✱ ❛♥❞ r❡❧❛t❡❞ ❝♦♥❝❡♣ts ♣♦❥❛✈❛ ♠✐♥❡r❛❧♥✐❤ s✐r♦✈✐♥❛ ✭♦❝❝✉r❡♥❝❡ ♦❢ ♠✐♥❡r❛❧ r❡s♦✉r❝❡✮✱ r✉❞♥♦ t❡❧♦ ✭♦r❡ ❜♦❞②✮ ✐ r✉❞❛ ✭♦r❡✮✳ ❘❡❧❛t❡❞ ♥❛rr♦✇❡r ❝♦♥✲ ❝❡♣ts ❛r❡ ❛❧s♦ r❡♣r❡s❡♥t❡❞✿ ❧❡➸✐➨t❡ ♠❡t❛❧✐↔♥✐❤ ♠✐♥❡r❛❧♥✐❤ s✐r♦✈✐♥❛✱ ❧❡➸✐➨t❡ ♥❡♠❡✲ t❛❧✐↔♥✐❤ ♠✐♥❡r❛❧♥✐❤ s✐r♦✈✐♥❛✱ ❧❡➸✐➨t❡ ❡♥❡r❣❡ts❦✐❤ ♠✐♥❡r❛❧♥✐❤ s✐r♦✈✐♥❛ ✭❞❡♣♦s✐ts ...
... t❤❡ r❡q✉✐r❡❞ t❡r♠✐♥♦❧♦❣② ❛r❡ t②♣✐✲ ❝❛❧❧② ❧❛r❣❡✳ ❚❤❡r❡❢♦r❡✱ ✐♥t❡❣r❛t✐♥❣ r❡❧❛t❡❞ t❡r♠✐♥♦❧♦❣② ✐♥t♦ ❛ tr❛♥s❧❛t✐♦♥ ♣✐♣❡❧✐♥❡ s❤♦✉❧❞ ❜❡ ❡①♣❧♦r❡❞ ❬✶✼❪✳ ❚❤✐s ❛♣♣r♦❛❝❤ r❡q✉✐r❡s ❛ ♣r♦❝❡ss t❤❛t ✐s ❛s ❛✉t♦♠❛t❡❞ ❛s ♣♦ss✐❜❧❡✳ ❲✐t❤ t❡r♠ ❡①tr❛❝t✐♦♥ ❛s ✐ts ❝♦r♥❡rst♦♥❡✱ ✐t r❡q✉✐r❡s ❛ ♣♦st✲♣r♦❝❡ss✐♥❣ str❛t❡❣② t❤❛t r❡♣✉r♣♦s❡s ...
... ❉❡✈❡❧♦♣✐♥❣ ❚❡r♠❜❛s❡s ✉♥❞❡r t❤❡ ❚❇❳ ❙t❛♥❞❛r❞ ✶✸ ❛r❡ st✐❧❧ ❜♦✉♥❞ t♦ ♠❛✐♥t❛✐♥ t❤❡✐r ✐♠♣♦rt❛♥❝❡ ✐♥ t❤❡ ❝❛s❡ ♦❢ ❡①♣❡rt t❡r♠✐♥♦❧♦❣② ✐♥ ❞♦♠❛✐♥s ✇❤❡r❡ ❛❧✐❣♥❡❞ ❝♦r♣♦r❛ ❛r❡ s♣❛rs❡ ❬✶✵❪✱ s✉❝❤ ❛s✱ ❢♦r ❡①❛♠♣❧❡ ♠✐♥✐♥❣ ❡♥❣✐♥❡❡r✐♥❣ ♦r ❣❡♦❧♦❣②✳ ■♥ ♦r❞❡r t♦ s❡❝✉r❡ t❡r♠✐♥♦❧♦❣✐❝❛❧ ❝♦♥s✐st❡♥❝② ✐♥ ♦♥❡ ♦r ♠♦r❡ t❡r♠❜❛s❡s✱ ❛♥❞ ...Ranka Stanković, Ivan Obradović, and Miloš Utvić. "Developing Termbases for Expert Terminology under the TBX Standard" in Natural Language Processing for Serbian - Resources and Applications, Belgrade : University of Belgrade, Faculty of Mathematics (2014)
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Named Entity Recognition for Distant Reading in ELTeC
Francesca Frontini, Carmen Brando, Joanna Byszuk, Ioana Galleron, Diana Santos, Ranka Stanković (2020)Akcija COST „Udaljeno čitanje za evropsku književnu istoriju“, koja je počela 2017. godine, ima među svojim glavnim ciljevima stvaranje višejezične zbirke evropskih književnih tekstova (ELTeC) otvorenog koda. U ovom radu predstavljamo rad koji je obavljen na ručnom označavanju selekcije ELTeC kolekcije za imenovane entitete, kao i na proceni postojećih alata za prepoznavanje imenovanih entiteta u pogledu njihove sposobnosti da automatski urade takve anotacije. U poslednjem paragrafu se razmatraju zajedničke tačke između ove inicijative i CLARIN-a.... te g o r ie s a n d ru le s fo r c r e a t in g a n n o ta te d c o rp o ra , so th a t a u to m a tic a lg o r i th m s c a n t ry to r e p l ic a te su c h a n n o ta tio n . H o w e v e r , N E R is a p r e l im in a ry m o d u le fo r o th e r ta s k s , s u c h a s in ...
... u p . F o r e a c h c o lle c tio n , w e te s te d tw o to o ls : o n e c o m m o n fo r a ll ( s p a C y 9), a n d a n o th e r o n e la n g u a g e sp e c if ic (S ta n fo rd -N E R fo r E n g l is h 10, S E M fo r F re n c h 11, P A L A V R A S -N E R fo r P o r tu g u e s ...
... e rn P o r tu g u e s e w o u ld p e r fo rm s ig n if ic a n tly w o rs e in th e por2 c o lle c tio n . T h is w a s c o n f irm e d fo r P A L A V R A S -N E R , w h ic h s h o w e d lo w e r p e r fo rm a n c e fo r por2, b u t n o t fo r sp aC y . T h is N E R s y s te m ...Francesca Frontini, Carmen Brando, Joanna Byszuk, Ioana Galleron, Diana Santos, Ranka Stanković. "Named Entity Recognition for Distant Reading in ELTeC" in CLARIN Annual Conference 2020, Oct 2020, Virtual Event, France, CLARIN (2020)
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Parameter determination of soil oscillation law using quotient of the relative growth increments of oscillation velocity and reduced distances at “Nepričava“ open pit mine
... in our case n > 0. For R = R1, i = 2, 3, ..., N, from the equation (9), we can take that: 1 1 2,3,..., n i i R v v i N R from where the relation is obtained: 1 1 2 1 1 2 ... ... n N N N N R v v v v R R R (10) From the ...
... of relation (10) we obtain: 1 21 1 2 1 ... log log ... N N N N v v vR n R R R v where we find: 1 2 1 1 1 2 ... log log ... N N N N v v v v n R R R R (11) By the replacement of the ...
... that: v v n R R (2) Thereby it can be considered that: 0 lim R v v n R R which means that is: 12 Lutovac S.; Bajić S.; Gaćina R.; Ravilić M. ...Suzana Lutovac, Sanja Bajić, Marina Ravilić, Radmila Gaćina. "Parameter determination of soil oscillation law using quotient of the relative growth increments of oscillation velocity and reduced distances at “Nepričava“ open pit mine" in Underground Mining Engineering, Belgrade : University of Belgrade, Faculty of Mining and Geology (2015). https://doi.org/10.5937/podrad1526009L
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Models of Determining the Parameters of Rock Mass Oscillation Equation with Experimental and Mass Blastings
... distance R from any level is increased (decreased) by 1%, the oscillation velocity of the soil v will decrease (increase) by approximately n% [8]. Indeed, for h = ± R 100 = ±1%R, from (12) we obtain: v ( R ± R 100 ) ≈ v(R)∓ n· R 100 · v(R) R , v ( R ± R 100 ) ≈ v(R)∓ n· v(R) 100 , v(R ± 1%R) ≈ v(R)∓ ...
... function v(R) from (7), in the final growth increment, we obtain: v(R + h) ≈ v(R) + h·v′(R + θ·h), 0 < θ < 1. (11) For small absolute values h, from (11), we obtain the relation: v(R + h) ≈ v(R) + h·v′(R). (12) Having (10) in mind, relation (12) becomes: v(R + h) ≈ v(R)− n·h·v(R) R . (13) A s ...
... the form: v(R) = K-R™. (7) Then from the Equation (7) for the derivation v’(R), we obtain: o'(R) = —n-K-R-"1, (8) Minerals 2018, 8, 70 5 of 18 which may be written in the form: v′(R) = − n R ·K·R−n. (9) Having in mind Equation (7), from the Equation (9), we obtain: v′(R) = −n·v(R) R . (10) If ...Suzana Lutovac, Branko Gluščević, Rade Tokalić, Jelena Majstorović, Čedomir Beljić. "Models of Determining the Parameters of Rock Mass Oscillation Equation with Experimental and Mass Blastings" in Minerals, Basel : MDPI AG, Basel, Switzerland (2018). https://doi.org/10.3390/min8020070
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Some models for determination of parameters of the soil oscillation law during blasting operations
... Equation (3), we obtain: v “ Kv ¨ ˝ 3 b 3¨Q 4¨π r ˛ ‚ n “ Kv ¨ ˜ 3 c 3 4 ¨ π ¸n ¨ ˆ 3 ? Q r ˙n “ Kv ¨ K1 ¨ ˆ r 3 ? Q ˙´n “ K ¨ ˆ r 3 ? Q ˙´n “ K ¨ R´n (5) where as: ˜ 3 c 3 4 ¨ π ¸n “ K1; Kv “ K K1 ; r 3 ? Q “ R (6) where: R—reduced distance is the distance from blasting ...
... marked ´n, meaning that: ∆v v ∆R R « ´n (7) Thereby it can be considered that: lim∆RÑ0 ∆v v ∆R R “ ´n, which means: dv v dR R “ ´n (8) Equation (8) can be written in the form: dv v “ ´n ¨ dR R , where by integration is obtained: ż dv v “ ´n ¨ ż dR R , namely: logv “ logR´n ` logC (9) ...
... Sm—surfaces of some trapezoids. R Rk Rk R RR RR £R R Figure 2. Graphic view of the polygonal line, N-1 of the trapezoid and curve v = K- R™". If: Ry —R Rigi -Ri =h= a (19) then, for S7, the following value is obtained: h Srp = = [01 +2(v2 +03 +...+U0N-1) + UN] (20) 2 If points R; are not equally spaced, ...Suzana Lutovac, Dragan Medenica, Branko Gluščević, Rade Tokalić, Čedomir Beljić. "Some models for determination of parameters of the soil oscillation law during blasting operations" in Energies, Basel, Switzerland : MDPI (2018). https://doi.org/10.3390/en9080617
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Soil oscillation law parameter determination with the application of Lagrange’s theorem at “Kovilovača“ open pit
... v RK Q r K Q r KK r Q K r Q Kv 331 3 3 3 4 34 3 Whereas: 1 3 4 3 K n ; KKKv 1 ; R Q r 3 whereby: R - reduced distance is the distance from blasting point to observation point re- duced to a quantity of explosive and given in the following form 0r r R No ...
... theo- rem is valid for it: ),( R- )v(R-)( 1 1 c s s Rv R Rv R1 < Rc < Rs. (8) Bearing in mind the formulas (4) and (5), formula (8) is reduced to: 1-n- c 1 -n 1 -n s Rn-k R- Rk-R sR k , (9) namely to: 1-n- c 1 -n 1 -n s R-n R- R-R sR , R1 < Rc < Rs. (10) No ...
... za nju važi Lagranžova teorema: ),( R- )v(R-)( 1 1 c s s Rv R Rv R1 < Rc < Rs. (8) Imajući u vidu formule (4) i (5), for- mula (8) se svodi na: 1-n- c 1 -n 1 -n s Rn-k R- Rk-R sR k , (9) tj. na: 1-n- c 1 -n 1 -n s R-n R- R-R sR , R1 < Rc < Rs. (10) Broj 3, 2015 ...Suzana Lutovac, Nebojša Vidanović, Čedomir Beljić, Zoran Gligorić. "Soil oscillation law parameter determination with the application of Lagrange’s theorem at “Kovilovača“ open pit" in Mining and Metallurgy Engineering Bor, Bor : Mining and Metallurgy Institute Bor (2015). https://doi.org/10.5937/MMEB1503053L
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A Knowledge-Based Approach to Mine Ventilation Planning in Yugoslav Mining Practice
Ventilation system analysis is a complex process based on the calculation and analysis of numerous parameters. These problems can be successfully solved by the SimVent numerical package, but a full understanding and use of the obtained results require the involvement of an experienced specialist in the ventilation field. The solution was found in the creation of a hybrid system INVENTS, whose knowledge base represents a formalization of the expert knowledge in the mine ventilation field. In this paper, we ...... M in . R es . E n g . 2 0 0 2 .1 1 :3 6 1 -3 8 2 . D o w n lo ad ed f ro m w w w .w o rl d sc ie n ti fi c. co m b y U N IV E R S IT Y O F A L B E R T A o n 0 4 /2 6 /1 5 . F o r p er so n al u se o n ly . 362 N. Lilić, I. Obradović & R. Stanković ...
... M in . R es . E n g . 2 0 0 2 .1 1 :3 6 1 -3 8 2 . D o w n lo ad ed f ro m w w w .w o rl d sc ie n ti fi c. co m b y U N IV E R S IT Y O F A L B E R T A o n 0 4 /2 6 /1 5 . F o r p er so n al u se o n ly . 364 N. Lilić, I. Obradović & R. Stanković ...
... M in . R es . E n g . 2 0 0 2 .1 1 :3 6 1 -3 8 2 . D o w n lo ad ed f ro m w w w .w o rl d sc ie n ti fi c. co m b y U N IV E R S IT Y O F A L B E R T A o n 0 4 /2 6 /1 5 . F o r p er so n al u se o n ly . 366 N. Lilić, I. Obradović & R. Stanković ...Nikola Lilić, Ivan Obradović, Ranka Stanković. "A Knowledge-Based Approach to Mine Ventilation Planning in Yugoslav Mining Practice" in Mineral Resources Engineering 11 no. 4, Imperial College Press (2002): 361-382. https://doi.org/10.1142/S0950609802001014
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Analysis of a simplified model for determining rock mass oscillation velocity at the Kovilovača open pit
... ~_n: Ap 5 (4) R Thereby, it can be considered that: Av Av lim „ _, Š =-n _ Which means that is: & =-n 6) R R . . Av AR . NEAR . Equation (5) can be written in the form: — %* — · R whereby integration, it is obtained: v Av AR — ~-n·| —,,respectively: logv=logR" +logC; j v j R p y: 108 ii Š ...
... equation where oscillation velocity V is given in the form of: v=K-R"; (D where R is reduced distance, that represents distance from the blasting site to monitoring site r , reduced to the total quantity of the explosive Q i.e., R =%č. Parameters K and m are conditioned by } v characteristics ...
... [m], Q - total amount of explosive [kg] . r [] v R - the reduced distance, given in the form R = | A significant property of the equation of rock mass oscillation velocity depending on the reduced distance is as follows: if the reduced distance R from any level is increased (decreased) by 1% ...Suzana Lutovac, Miloš Gligorić, Jelena Majstorović, Luka Crnogorac. "Analysis of a simplified model for determining rock mass oscillation velocity at the Kovilovača open pit" in 9th International Conference Mining and Environmental protection MEP, 24 – 27 May 2023, Sokobanja, Serbia, Belgrade : University of Belgrade-Faculty of mining and geology (2023)
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Arsenic in tape waters of the south Pannonian basin (Serbia) and arsenic risk assessment
Petar Papić, Marina Ćuk, Maja Todorović, Jana Stojković, Bojan Hajdin, Nebojša Atanacković, Dušan Polomčić (2012)... *e-mail: ppapic@rgf.bg.ac.rs A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • (10 μg/L). About 500 ...
... location of the test area. A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • Experimental Procedures ...
... Tap Water of Serbia’s... 1785 A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • A u th o r C o p y • some cases. Below this ...Petar Papić, Marina Ćuk, Maja Todorović, Jana Stojković, Bojan Hajdin, Nebojša Atanacković, Dušan Polomčić. "Arsenic in tape waters of the south Pannonian basin (Serbia) and arsenic risk assessment" in Polish Journal of Enivronmental Studies 21 no. 6, Olsztyn, Poland : Polish Journal of Enivronmental Studies (2012): 1783-1790
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Nonequilibrium athermal random-field Ising model on hexagonal lattices
Svetislav Mijatović, Dragutin Jovković, Đorđe Spasojević. "Nonequilibrium athermal random-field Ising model on hexagonal lattices" in Physical Review E, American Physical Society (APS) (2021). https://doi.org/10.1103/PhysRevE.103.032147