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裂隙贯通率对双重孔隙介质热-水-应力耦合现象影响的有限元分析
引用本文:张玉军,张维庆.裂隙贯通率对双重孔隙介质热-水-应力耦合现象影响的有限元分析[J].岩土力学,2011,32(12):3743-3750.
作者姓名:张玉军  张维庆
作者单位:1.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉 430071;2.西南交通大学 土木工程学院,成都 610031
基金项目:国家自然科学基金资助项目,国家重点基础研究发展计划(973)资助项目
摘    要:为探讨裂隙的贯通率对于耦合的温度场、渗流场和应力场的作用,应用所建立的遍有节理岩体双重孔隙-裂隙介质热-水-应力耦合模型,以一个假定的位于非饱和地层中的高放废物地质处置库为算例,针对裂隙和孔隙的贯通率不同的4种工况进行了二维有限元数值分析,考察了围岩中的温度、负的孔隙和裂隙水压力、地下水流速、孔隙及裂隙的渗透系数修正因子和应力的变化、分布情况。结果显示,由于裂隙贯通率的差异使得双重介质的刚度不同,引起岩体中应力状态及水平的改变,从而影响到孔隙、裂隙的孔隙率及渗透系数的量值,并导致孔隙水和裂隙水的压力大小、分布以及水流速度的变化

关 键 词:裂隙贯通率  双重孔隙-裂隙介质  热-水-应力耦合  有限元分析  
收稿时间:2010-08-19

Finite element analyses of effects of fracture continuity rate on thermo-hydro-mechanical coupling in dual-porosity medium
ZHANG Yu-jun,ZHANG Wei-qing.Finite element analyses of effects of fracture continuity rate on thermo-hydro-mechanical coupling in dual-porosity medium[J].Rock and Soil Mechanics,2011,32(12):3743-3750.
Authors:ZHANG Yu-jun  ZHANG Wei-qing
Institution:1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract:In order to probe into the effects of fracture continuity rate on coupled temperature field,seepage field and stress field,using the coupled thermo-hydro-mechanical model of dual-porosity medium for ubiquitous-joint rock mass established by the authors and taking a hypothetical nuclear waste repository located in an unsaturated stratum as a calculation example,the two-dimensional finite element analyses were carried out for four cases in which the continuity rates of fracture and pore are different;and the ...
Keywords:fracture continuity rate  dual-porosity medium  thermo-hydro-mechanical coupling  finite element analysis  
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