Terzaghi's effective stress dependencies in poroelastic parameters of sandstones

Author:

Watanabe Noriaki1,Usui Yuto1,Kizaki Akihisa12,Sakaguchi Kiyotoshi1

Affiliation:

1. Graduate School of Environmental Studies, Tohoku University

2. Faculty of International Resource Sciences, Akita University

Publisher

Japanese Association for Petroleum Engineers

Reference21 articles.

1. Al-Wardy, W. and Zimmerman, R. W., 2004 : Effective stress law for the permeability of clay-rich sandstones. Journal of Geophysical Research, 109(B4), B04203, doi:10.1029/2003JB002836.

2. Aoki, T., Sanada, H., Jo, M., Yamamoto, T. and Matsui H., 2008 : Long-term behaviors of a tunnel in a sedimentary soft rock due to fluid-mechanical interaction. Proceedings of 12th Japan Symposium on Rock Mechanics & 29th Western Japan Symposium on Rock Engineering, 709-716.

3. Baklid, A., Korbøl, R. and Owren, G., 1996 : Sleipner Vest CO2 disposal, CO2 injection into a shallow underground aquifer. 1996 SPE Annual Technical Conference and Exhibition, SPE paper 36600, Denver, Colorado, U.S.A, 6-9 October 1996, 269-277.

4. Biot, M. A., 1941 : General theor y of three-dimensional consolidation. Journal of Applied Physics, 12(2), 155-164.

5. Biot, M. A. and Willis, D. G., 1957: The elastic coefficients of the theory of consolidation. Journal of Applied Mechanics, 24(4), 594-601.

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