三峡船闸高边坡的渗流损伤耦合分析  

SEEPAGE DAMAGE COUPLE ANALYSIS OF HIGH SLOPE OF SHIPLOCK PROJECT IN THE THREE GORGE

作　　者：杨太华[1] 曾得顺[1] 孙钧[1] 

机构地区：[1]同济大学

出　　处：《自然灾害学报》1998年第4期76-81,共6页Journal of Natural Disasters

基　　金：国家自然科学基金资助项目;三峡工程开发总公司资助项目

摘　　要：讨论了复杂岩体工程中渗流场与损伤场的相互作用问题，建立了渗流损伤耦合作用数学模型，并运用数值方法，对三峡船闸高边坡节理岩体中渗流场与损伤场的相互作用机理及其对工程岩体稳定性的影响进行了分析研究。Abstract This paper probes into the interaction between the seepage field and the damage field in complex rockmass engineering, and sets up the seepage damage cnuple mathematical model . The mechanism of the interaction between seepage and damage and its influence on the engineering rockmass stability are analyzed and studied by means o

关 键 词：滑坡 渗流损伤 耦合模型 边坡 三峡船闸工程 

分 类 号：TU457[建筑科学—岩土工程] P642.22[建筑科学—土工工程]