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复合土工膜在大坝工程应用中的力学计算探究
Study of Mechanics Calculating of Comgeomembrane Applicating in Dam Egineering
【摘要】 根据三维有限元法计算出大坝不同高程的应力应变以及复合土工膜的受力及变形,依据室内试验值,提出大坝工程应采用的土工膜厚度及质量密度,并对复合土工膜在不同坡度坝面铺设时的抗滑稳定作了计算。
【Abstract】 In this paper ,the stress and strain of different elevations of the dam engineering and the comgeomembrane are calculated by the three-demensional finite element method. According to the data of laboratory test,the thinkness and mass density of comgeomembrane applicating in the dam are proposed,and the sliding resistance stability factor of comgeomembrane applicating on dam slope of different angle are also calculated?
【关键词】 复合土工膜;
三维有限元计算;
抗滑稳定;
【Key words】 comgeomembrane; three-dimensional finite element method; sliding resistance stability;
【Key words】 comgeomembrane; three-dimensional finite element method; sliding resistance stability;
- 【文献出处】 水利与建筑工程学报 ,Jorunal of Water Resources and Architectural Engingeering , 编辑部邮箱 ,2003年03期
- 【分类号】TV49
- 【被引频次】17
- 【下载频次】217