Improved Mohr-Coulomb criterion applicable to gas storage caverns in multi-laminated salt stratum

Shiyou Xuebao/Acta Petrolei Sinica

Volumn 31, Issue 6, 2010, Pages 1040-1044

  Wang, Tongtao ^a   Yan, Xiangzhen ^a   Yang, Xiujuan ^a   Yang, Henglin ^b  

^a CHINA UNIVERSITY OF PETROLEUM   (China)

^b CHINA NATIONAL PETROLEUM CORPORATION   (China)

Author keywords

Gas storage; Improved Mohr Coulomb criterion; Indoor saltrock experiment; Minimum operating pressure; Multi laminated salt rock

Indexed keywords

GAS STORAGE; INDOOR SALTROCK EXPERIMENT; MOHR COULOMB CRITERION; MULTI-LAMINATED; OPERATING PRESSURE;

CAVES; ELASTIC MODULI; EXPERIMENTS; FINITE ELEMENT METHOD; LAMINATING; ROCKS; ROOFS; UNDERGROUND GAS STORAGE;

SALT DEPOSITS;

EID: 78650467054     PISSN: 02532697     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. Singh T N, Verma A K. Prediction of creep characteristic of rock under varying environment[J]. Environ. Geol., 2005, 48(4/5): 559-568.
2. Yang Chunhe, Li Yinping, Qu Dan'an, et al. Advances in researches of the mechanical behaviors of bedded salt rocks[J]. Advances in Mechanics, 2008, 38(4): 484-494.
3. Jiang Yujing, Li Bo, Yamashita Yuji. Simulation of cracking near a large underground cavern in a discontinuous rock mass using the expanded distinct element method[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(1): 97-106.
4. Su Xin, Zhao Hongtao, Yuan Zongming, et al. Optimum method for underground gas storage projects based on fuzzy comprehensive evaluation[J]. Acta Petrolei Sinica, 2006, 27(2): 125-128.
5. Pellet F, Roosefid M, Deleruyelle F. On the 3D numerical modeling of the time-dependent development of the damage zone around underground galleries during and after excavation[J]. Tunneling and Underground Space Technology, 2009, 24(6): 665-674.
6. Vankeken P, Spiers C, Vandenberg A, et al. The effective viscosity of rocksalt: Implementation of steady-state creep laws in numerical models of salt diapirism[J]. Tectonophysics, 1993, 225(4): 457-476.
7. Demeer S, Spiers C, Peach C. Pressure solution creep in gypsum: Evidence for precipitation reaction control[J]. Physics and Chemistry of the Earth, 1997, 22(1/2): 33-37.
8. Ratigan J L, Vogt T J. A note on the use of precision level surveys to determine subsidence rates[J]. International Journal of Rock Mechanics and Mining Sciences, 1991, 28(4): 337-341.
9. Hunsche U, Albrecht H. Results of true triaxial strength tests on rock salt[J]. Engineering Fracture Mechanics, 1990, 35(4/5): 867-877.
10. Hunsche U, Hampel A. Rock salt-the mechanical properties of the host rock material for a radioactive waste repository[J]. Engineering Geology, 1999, 52(3/4): 271-291.
11. Hatzor Y H, Talesnick M, Tsesarsky M. Continuous and discontinuous stability analysis of the bell-shaped caverns at Bet Guvrin, Israel[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(7): 867-886.
12. Hatzor Y H, Heyman E P. The influence of bedding plane orientation on the compression-dilation boundary in anisotropic rock salt[J]. International Journal of Rock Mechanics and Mining Sciences, 1998, 35(4/5): 592-599.
13. Qu Ping, Shen Ruichen, Xu Hongcheng, et al. Design method for geometry of dissolution cavity of salt gas storage considering the stability[J]. Acta Petrolei Sinica, 2007, 28(6): 142-146.
14. Mirone G, Corallo D. A local viewpoint for evaluating the influence of stress triaxiality and Lode angle on ductile failure and hardening[J]. International Journal of Plasticity, 2010, 26(3): 348-371.