Complete coupling analysis of transient fluid flow and elastic stress in fractured rock masses

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 26, Issue 6, 2007, Pages 1150-1157

  Wang, Yuan ^a   Liu, Jie ^b  

^a HOHAI UNIVERSITY   (China)

^b Municipal Construction Committee of Guangzhou   (China)

Author keywords

Coupled seepage and stress; Dynamic condition; Finite elements; Fractured rock masses; Rock mechanics

Indexed keywords

ELASTIC DEFORMATION; FINITE ELEMENT METHOD; FLOW OF FLUIDS; RESERVOIRS (WATER); ROCK MECHANICS; SLOPE STABILITY; WATER LEVELS;

CONSTRUCTION PROCESS; COUPLED SEEPAGE STRESS; COUPLING ANALYSIS; DEFORMATION FIELD; DISCRETE MEDIA MODEL; DISPLACEMENT FIELD; DYNAMIC CONDITION; ELASTIC STRESS; ENVIRONMENT CHANGE; EQUIVALENT CONTINUUM MEDIA MODEL; FOUR FREEDOM COMPLETE COUPLED METHOD; FRACTURED ROCK BANK SLOPE; FRACTURED ROCK MASSES; MODIFIED INITIAL FLOW METHOD; SEEPAGE FIELD;

SEEPAGE;

EID: 34447119466     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. SUN Yue. Application research on non-simultaneous coupling calculation of deformation and seepage with manifold method and FEM[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6): 943-950. (in Chinese)
2. ZHANG Jincai, WANG Jianxue. Coupled behavior of stress and permeability and its engineering applications[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 1981-1989. (in Chinese)
3. CHEN Weizhong, SHAO Jianfu, DUVEAU G, et al. Constitutive model of saturated-unsaturated clay and its numerical simulation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3011-3016. (in Chinese)
4. HE Xiang, FENG Xiating, ZHANG Dongxiao. Precise integration algorithm for finite element simulation of coupled process of seepage field and stress field in rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 2003-2008. (in Chinese)
5. WANG Yuan, XU Zhiying, SU Baoyu. Four-freedom complete method for the seepage stress coupled analysis in fissured rock masses[J]. Journal of Hydraulic Engineering, 1998, (7): 55-59. (in Chinese)
6. NOORISHAD J, AYATOLLAHI M S, WITHERSPOON P A. A finite element method for coupled stress and fluid flow analysis in fractured rock masses[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1985, 22(4): 251-281.
7. ODA M. An equivalent model for coupled stress and fluid flow analysis in jointed rock masses[J]. Water Resources Research, 1986, 22(3): 1845-1856.
8. MILLARD A, DURINM, STIETELA, et al. Discrete and continuum approaches to stimulate the thermo-hydro-mechanical coupling in a large, fractured rock mass[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1995, 32(5): 409-434.
9. WANG Yuan. The modified initial flow method for 3D unconfined seepage computation[J]. Journal of Hydraulic Engineering, 1998, (3): 68-73. (in Chinese)
10. WANG Yuan, XU Zhiying, SU Baoyu. Complete coupled analysis of fluid flow and elastoplastic stress in complicated fractured rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(2): 177-181. (in Chinese)