全库盘防渗复合土工膜应力应变分析  

Stress and Stain Analysis of Composite Geomembrane Seepage Prevention of Whole Bottom

作　　者：吴俊杰[1] 凤炜[1] 刘亮[1] 曹文洁[1] 

机构地区：[1]新疆农业大学水利与土木工程学院,新疆乌鲁木齐830052

出　　处：《水电能源科学》2013年第12期66-69,共4页Water Resources and Power

基　　金：新疆水利水电工程重点学科基金资助项目(XJZDXK20091206);国家高等学校博士点专项科研基金资助项目(200807580007)

摘　　要：为了解全库盘防渗复合土工膜的应力应变特性,结合新疆某山前倾斜平原全库盘防渗复合土工膜堆石坝,采用三维非线性有限元进行应力应变分析,并对库盘防渗复合土工膜进行了安全评价。由结果获得了竣工期和满蓄期水库防渗体系的应力应变分布规律和极值,可为工程设计提供依据,并提供行之有效的安全评价方法。In order to obtain the stress-strain properties of the composite geomembrane seepage prevention of the whole bottom in piedmont sloping plain rockfill dam in Xinjiang, three-dimensional nonlinear finite element is used to ana- lyze its stress and deformation. And then it focuses on the safety evaluation of composite geomembrane seepage preven- tion. The stress-stain distribution law and extreme in completion and full storage period of the reservoir seepage system are obtained, which is helpful to provide reference for engineering design and effective safety assessment method.

关 键 词：复合土工膜 应力应变 全库盘防渗 三维非线性有限元 

分 类 号：TV442[水利工程—水工结构工程]