A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium

被引:90
作者
Neaupane, KM [1 ]
Yamabe, T
机构
[1] Thammasat Univ, SIIT, Civil Engn Program, Pathum Thani 12121, Thailand
[2] Saitama Univ, Rock Mech Lab, Urawa, Saitama 338, Japan
关键词
D O I
10.1016/S0266-352X(01)00015-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper describes a nonlinear elasto-plastic simulation of freezing and thawing of rock. A mathematical formulation is described in which deformation, fluid flow and heat flow are fully coupled. A non-linear elasto-plastic constitutive relationship is presented and a two dimensional (plane stress) numerical modeling is performed based on the finite element method applied to thermo-poro-elastoplasticity. It is assumed that the Mohr-Coulomb's failure criterion is valid for yield locus and plastic potential. The numerical scheme employed in the code accommodates phase change of pore-water from liquid to solid (ice). The primary aim of this paper is to compare the temperature transfer and deformation prediction obtained from the numerical code with those obtained from the freezing and thawing experiments. It is found from the numerical simulation that a relatively good prediction can be made of temperature transfer and deformation behavior. The numerical code has also been applied to a hypothetical cavern problem to demonstrate its applicability. (C) 2001 Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:613 / 637
页数:25
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