摘要: 利用混合物理论,推导出裂隙岩体等效连续介质温度场、渗流场和应力场三场耦合的全耦合数学模型及其控制方程.采用全耦合求解法给出了控制方程的有限元表达式,编制了相应的二维有限元程序.给出的应用算例计算结果较好地反映了渗流、应力及温度场耦合作用下位移、孔隙水压力、温度的变化规律,表明了该计算模型与所开发的数值计算程序是合理和实用的.
[1] 黄润秋,王贤能,唐胜传,王士天. 深埋长隧道工程开挖的主要地质灾害问题研究[J]. 地质灾害与环境保护. 1997(01) [2] 赖远明,吴紫汪,朱元林,朱林楠. 寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J]. 岩土工程学报. 1999(05) [1] R W Z imm ermm an.Coup ling in poroelastic ity and thermoelastic ity. International Journal ofRockM echan ics andM in ing Sc iences . 2000[2] JING L,,TSANG C F,STEPHANSSON O.DECOVALEX:an international co-operative research project on mathematical model of coupled THM processes for safety analysis of radioactive waste repositories. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts . 1995[3] Gatmiri B,Delage P.A formulation of fully coupled thermal -hydraulic-mechanical behavior of saturated porous media, numerical approach. International Journal for Numerical and Analytical Methods in Geomechanics . 1997[4] W K S Pao,R W Lewis,I Masters.A fully coup led hydro-thermo-poro-mechanical model for black oil reservoir simulation. International Journal for Numerical and AnalyticalMethods in Geomechanics . 2001 |
No related articles found! |
|