Pregled bibliografske jedinice broj: 765328
Rock mechanics model capable of representing failure phenomena with pre-existing heterogeneities and hydro-driven fracture propagation
Rock mechanics model capable of representing failure phenomena with pre-existing heterogeneities and hydro-driven fracture propagation // Proceedings 2nd International conference on multi- scale computational methods for solids and fluids, ECCOMAS thematic conference, Sarajevo, Bosnia and Hercegovina / Ibrahimbegović, Adnan ; Ghidaglia, J.-M. ; Serdarević, A. ; Ilić-Georgijević, E. ; Dolarevič, S. ; Ademović, N (ur.).
Sarajevo: European Community on Computational Methods in Aoolied Sciences (ECCOMAS), 2015. str. 214-217 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 765328 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Rock mechanics model capable of representing failure phenomena with pre-existing heterogeneities and hydro-driven fracture propagation
Autori
Nikolić, Mijo ; Ibrahimbegović, Adnan ; Miščević, Predrag ; Štambuk Cvitanović, Nataša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings 2nd International conference on multi- scale computational methods for solids and fluids, ECCOMAS thematic conference, Sarajevo, Bosnia and Hercegovina
/ Ibrahimbegović, Adnan ; Ghidaglia, J.-M. ; Serdarević, A. ; Ilić-Georgijević, E. ; Dolarevič, S. ; Ademović, N - Sarajevo : European Community on Computational Methods in Aoolied Sciences (ECCOMAS), 2015, 214-217
Skup
2nd International conference on multi-scale computational methods for solids and fluids
Mjesto i datum
Sarajevo, Bosna i Hercegovina, 10.06.2015. - 12.06.2015
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Rock failure; Fracture propagation; Fracking
Sažetak
Rock material is a natural geological comosite material consisting of different grains of minerals held together by cohesive links. Such a geological formation is a reason for rocks to be heterogenous, anisotrpic and inelastic with the discontinuos behaviour inflenced by numerous randomly oriented zones of initiation of potential failure. The presented model considers all of the mentioned rock phenomena.
Izvorni jezik
Engleski
Znanstvena područja
Matematika, Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split