Laboratory study of the effective pressure law for permeability in Ta-Ba-Miao low-permeability sandstones

Acta Geophysica Sinica

Volumn 52, Issue 12, 2009, Pages 3166-3174

  Li, Min ^a   Xiao, Wen Lian ^a   Guo, Xiao ^a   Zhang, Lie Hui ^a   Zheng, Ling Li ^a  

^a SOUTHWEST PETROLEUM UNIVERSITY   (China)

Author keywords

Effective pressure; Effective pressure coefficient; Factorial design; Permeability; Response surface

Indexed keywords

CONFINING PRESSURE; LABORATORY METHOD; MICROCRACK; PERMEABILITY; PORE PRESSURE; PRESSURE GRADIENT; SANDSTONE;

CHINA; NEI MONGGOL; TABAMIAO;

EID: 77958169304     PISSN: 00015733     EISSN: None     Source Type: Journal    
DOI: 10.3969/j.issn.0001-5733.2009.12.027     Document Type: Article

References (18)

1. Terzaghi K. Die bercchnung der durchlaeassigkeitsziffer des tones a us dem verlauf der hydrodynamoschen spannungserscheinungen. Sitzungsbar. Akad. Wiss. Wien., 1923, 132:125-138
2. Bcrnahe Y. The effective pressure law for permeability in chelmsford granite and barre granite. Intl. J. Rock Mech., MinSci. & Geomech. Abstr, 1986, 23(3):267-275
3. Zoback M D, Byerlee J D. Permeability and effective stress. AAPG Bulletin, 1975, 59(1):154-158
4. Berryman J G. Exact effective-stress rules in rock mechnaics. Physical Review A, 1992, 46:3307-3311
5. Farber D L, Bonner B P, Balooch M, et al. Observations of water induced transition from brittle to viscoelastic behavior in nanocrystalline swelling clay? EOS, 2001, 82:1189
6. th ASCE Mechanics Conference July 16-18, 2003
7. Walls J, Nur A. Pore pressure and confining pressure dependence of permeability in sandstone, Proc., Seventh Formation Evaluation Symposium of the Canadian Well Logging Soc., Calgary. 1979
8. Nur A, Walls J D, Winkler K, et al. Effects of fluid saturation on waves in porous pock and relation to hydraulic permeability. SPEJ, 1980, 450-158
9. Coyner K B. Effects of stress, pore pressure and pore fluid on bulk strain, velocity, and permeability in rocks [Ph. D. thesis]. Cambridge: Massachusetts Inst, of Technology, 1984
10. Warpinski N R, Teufel L W. Determination of the effective stress law for permeability and deformation in lowpermeability rocks, SPEFE, 1992, 7(2):123-131
11. Li M, Bernabe Y, Xiao W B, et al. Effective pressure law for permeability of E-bei sandstones, J. Geophys. Res., 2009, 114: B07205, doi:10. 1029/2009JB006373
12. Box G P. Draper N REmpirical Model-Building and Response Surfaces. New York;John Wiley & Sons Inc., 1987
13. RP 27. API. Recommended Practice for Determining Permeability of Porous Media, 1956. Dallas: API.
14. Dai P. The experiments and numerical simulation on stresssensitivity reservoirs [Ph. D. thesis] (in Chinese), Chengdu, Southwest Petroleum University. 2006
15. The Fourth Designing Institute of the Ministry of Chemical Industry, Cryogenic Handbook (in Chinese). Beijing: Chemical Industry Co. Inc., 1979, 216-217
16. Li T P. Experimental Mathematical Approach (in Chinese). Beijing:Science Press, 1981
17. Wang R X. Mathematical Slatisticsd (in Chinese). Xi'an. Xi' an Jiaotong University Press, 2004, 217-220
18. B N Ocunoba. The Mechanism of the Strength and Deformation for Clay and Rock (in Chinese). Li S L, Zhang Z Y, Trans. Beijing: Geological Publishing House, 1985