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土石坝应力稳定分析的摄动随机元应用
引用本文:贺斌,刘幸,高睿. 土石坝应力稳定分析的摄动随机元应用[J]. 人民长江, 2003, 34(2): 14-15
作者姓名:贺斌  刘幸  高睿
作者单位:1. 武汉大学,土木建筑工程学院,湖北,武汉,430072
2. 中国地质大学,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.

关 键 词:土石坝   应力分析   有限元法   稳定分析   本构模型
文章编号:1001-4179(2003)02-0014-02

Application of stochastic element in stress stability analysis of earth-rock dam
HE Bin+ LIU Xing+ GAO Ri+. Application of stochastic element in stress stability analysis of earth-rock dam[J]. Yangtze River, 2003, 34(2): 14-15
Authors:HE Bin+ LIU Xing+ GAO Ri+
Affiliation:HE Bin+1 LIU Xing+1 GAO Ri+2
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.
Keywords:earth-rock dam  stress analysis  finite element  stability analysis  constitution model
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