期刊
INTERNATIONAL JOURNAL OF GEOMECHANICS
卷 16, 期 6, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GM.1943-5622.0000558
关键词
Coupled problem; Double porosity; Effective stress; Mixture theory; Unsaturated flow
资金
- U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences, Geosciences Research Program [DE-FG02-03ER15454]
- Fulbright Program
- John A. Blume Earthquake Engineering Center
Geomaterials with aggregated structure or containing fissures often exhibit a bimodal pore size distribution that can be viewed as two coexisting pore regions of different scales. The double-porosity concept enables continuum modeling of such materials by considering two interacting pore scales satisfying relevant conservation laws. This paper develops a thermodynamically consistent framework for hydromechanical modeling of unsaturated flow in double-porosity media. With an explicit treatment of the two pore scales, conservation laws are formulated incorporating an effective stress tensor that is energy-conjugate to the rate of deformation tensor of the solid matrix. A constitutive framework is developed on the basis of energy-conjugate pairs identified in the first law of thermodynamics, which is then incorporated into a three-field mixed finite-element formulation for double-porosity media. Numerical simulations of laboratory- and field-scale problems are presented to demonstrate the impact of double porosity on the resulting hydromechanical responses. (C) 2016 American Society of Civil Engineers.
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