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Volumn 284, Issue , 2007, Pages 71-87

Investigation of the undrained poroelastic response of sandstones to confining pressure via laboratory experiment, numerical simulation and analytical calculation

Author keywords

[No Author keywords available]

Indexed keywords

CONFERENCE PROCEEDING; CONFINING PRESSURE; NUMERICAL MODEL; PORE PRESSURE; POROELASTICITY; SANDSTONE; UNDRAINED TEST;

EID: 38349164709     PISSN: 03058719     EISSN: None     Source Type: Book Series    
DOI: 10.1144/SP284.6     Document Type: Conference Paper
Times cited : (10)

References (26)
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    • AL-WARDY, W. & ZIMMERMAN, R. 2004. Skempton coefficient of clean and clay-rich sandstones. In: Proceedings of 17th ASCE Engineering Mechanics Conference, University of Delaware, Newark, DE, 6.
  • 2
    • 0042532255 scopus 로고    scopus 로고
    • Coulomb stress changes in the south Iceland seismic zone due to two large earthquakes in June 2000
    • ARNADOTTIR, T., JONSSON, S., PEDERSEN, R. & GUDMUNDSSON, G. B. 2003. Coulomb stress changes in the south Iceland seismic zone due to two large earthquakes in June 2000. Geophysical Research Letters, 30, 4.
    • (2003) Geophysical Research Letters , vol.30 , pp. 4
    • ARNADOTTIR, T.1    JONSSON, S.2    PEDERSEN, R.3    GUDMUNDSSON, G.B.4
  • 3
    • 0345643551 scopus 로고
    • General theory of three dimensional consolidation
    • BIOT, M. A. 1941. General theory of three dimensional consolidation. Journal of Applied Physics, 12, 155-164.
    • (1941) Journal of Applied Physics , vol.12 , pp. 155-164
    • BIOT1    A., M.2
  • 5
    • 0016543916 scopus 로고
    • On the dependence of the elastic properties of a porous rock on the compressibility of the pore fluid
    • BROWN, R. J. S. & KORRINGA, J. 1975. On the dependence of the elastic properties of a porous rock on the compressibility of the pore fluid. Geophysics, 40, 608-616.
    • (1975) Geophysics , vol.40 , pp. 608-616
    • BROWN, R.J.S.1    KORRINGA, J.2
  • 8
    • 0022928882 scopus 로고
    • Fluid pressure response to undrained compression in saturated sedimentary rock
    • GREEN, D. H. & WANG, H. F. 1986. Fluid pressure response to undrained compression in saturated sedimentary rock. Geophysics, 51, 948-956.
    • (1986) Geophysics , vol.51 , pp. 948-956
    • GREEN, D.H.1    WANG, H.F.2
  • 10
    • 0029473717 scopus 로고
    • Laboratory measurements of a complete set of poroelastic moduli for Berea Sandstone and Indiana Limestone
    • HART, D. J. & WANG, H. F. 1995. Laboratory measurements of a complete set of poroelastic moduli for Berea Sandstone and Indiana Limestone. Journal of Geophysical Research, B, Solid Earth and Planets, 100, 17741-17751.
    • (1995) Journal of Geophysical Research, B, Solid Earth and Planets , vol.100 , pp. 17741-17751
    • HART, D.J.1    WANG, H.F.2
  • 12
    • 38349085855 scopus 로고    scopus 로고
    • LOCKNER, D. A. & BEELER, N. M. 2003. Stress-induced anisotropic poroelasticity response in sandstone. In: Proceedings of 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle, 13.
    • LOCKNER, D. A. & BEELER, N. M. 2003. Stress-induced anisotropic poroelasticity response in sandstone. In: Proceedings of 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle, 13.
  • 14
    • 0003457345 scopus 로고    scopus 로고
    • Prentice-Hall, Englewood Cliffs, NJ
    • LUBLINER, J. 1998. Plasticity Theory. Prentice-Hall, Englewood Cliffs, NJ.
    • (1998) Plasticity Theory
    • LUBLINER, J.1
  • 15
    • 0016970737 scopus 로고
    • Pore-pressure response in rock to undrained change in all-round stress
    • MESRI, G., ADACHI, K. & ULLRICH, C. R. 1976. Pore-pressure response in rock to undrained change in all-round stress. Géotechnique, 26, 317-330.
    • (1976) Géotechnique , vol.26 , pp. 317-330
    • MESRI, G.1    ADACHI, K.2    ULLRICH, C.R.3
  • 17
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    • The pore pressure coefficient A and B
    • SKEMPTON, A. W. 1954. The pore pressure coefficient A and B. Géotechnique, 4, 143-147.
    • (1954) Géotechnique , vol.4 , pp. 143-147
    • SKEMPTON1    W., A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.