岩土工程学报2012,Vol.34Issue(9):1699-1704,6.
静动力荷载下土石坝高聚物防渗墙受力特性分析
Stress analysis of polymer diaphragm wall for earth-rock dams under static and dynamic loads
摘要
Abstract
Compared with plastic concrete and normal concrete, the polymer diaphragm wall has the characteristics of light weight, early strength, environmental conservation and durability. During its construction, it has speedy, economic, and practical characteristics and few influences on the dam. The polymer diaphragm wall has been successfully used in earth-rock dams. But at present the static and dynamic characteristics of earth-rock dams are seldom studied. The Duncan-Chang E-B nonlinear model is used and the contact element is set up between the diaphragm wall and the dam for the FEM model. A comparison of stresses on the diaphragm wall among polymer, plastic concrete and normal concrete under static and seismic loads shows that the stress on the polymer diaphragm wall is the least and it is not easy to be failed. The polymer diaphragm wall for earth-rock dams has preferable security.关键词
高聚物防渗墙/土石坝/有限元模型/应力分析Key words
polymer diaphragm wall/earth-rock dam/FEM model/stress analysis分类
建筑与水利引用本文复制引用
徐建国,王复明,钟燕辉,王博,李晓龙,孙宁..静动力荷载下土石坝高聚物防渗墙受力特性分析[J].岩土工程学报,2012,34(9):1699-1704,6.基金项目
国家自然科学基金面上项目 ()
国家自然科学基金青年基金项目 ()