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土石坝应力稳定分析的摄动随机元应用

Application of stochastic element in stress stability analysis of earth-rock dam

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【作者】 贺斌刘幸高睿

【Author】 HE Bin\+1 LIU Xing\+1 GAO Ri\+2 (1.Civil and Architectural Engineering College of Wuhan University, Wuhan 430072, China; 2.China University of Geoscience; Wuhan 430072, Hubei, China)

【机构】 武汉大学土木建筑工程学院中国地质大学 湖北武汉430072湖北武汉430072湖北武汉430074

【摘要】 作为防渗体系的土石坝 ,其所含介质受非均匀性、非线性性状、不连续性和复杂的边界条件等因素的影响 ,一般很难获得解析解。摄动随机有限元是一种考虑可靠度随机性的有限元方法 ,它可以考虑岩土工程中存在着的很多的不确定因素 ,并对岩土工程各种边界条件和非线性应力应变土体本构关系有着较强的适应性。讨论了土石坝的应力稳定分析 ,并进行了非线性摄动随机有限元分析

【Abstract】 Because of complex boundary conditions and in-homogeneous, non-linear and discontinuous features of backfilled materials contained in seepage control system, it is difficult to obtain the analytic solution of stress-strain for earth-rock dam. The perturbation stochastic finite element method, with considering stochastic property of reliability, can treat many uncertain factors in geotechnical engineering and has a good adaptability to various boundary conditions in geotechnical engineering computation and non-linear stress-strain constitution relation of soil body. The stress stability analysis and non-linear stochastic finite element analysis of earth-rock dam are discussed.

  • 【文献出处】 人民长江 ,Yangtze River , 编辑部邮箱 ,2003年02期
  • 【分类号】TV641
  • 【被引频次】2
  • 【下载频次】138
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