Extension of Poroelastic Analysis to Double-Porosity Materials: New Technique in Microgeomechanics
Author:
Affiliation:
1. Physicist, Univ. of California, Computational Physics, Lawrence Livermore National Laboratory, P.O. Box 808 L-200, Livermore, CA 94551-9900.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A8%28840%29
Reference47 articles.
1. On equivalence of dual-porosity poroelastic parameters
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4. Numerical modelling of coupled flow and deformation in fractured rock specimens
5. Triple-porosity analysis of solute transport
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