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水厂铁矿边坡稳定性随机有限元法分析
引用本文:王四巍,王怀军,刘汉东.水厂铁矿边坡稳定性随机有限元法分析[J].华北水利水电学院学报,2006,27(4):75-77.
作者姓名:王四巍  王怀军  刘汉东
作者单位:华北水利水电学院,河南,郑州,450011;铁道部第一设计院乌鲁木齐分院,新疆,乌鲁木齐,830000
基金项目:国家科技攻关项目 , 河南省高校杰出科研创新人才工程项目
摘    要:利用随机有限元分析法,考虑边坡岩土体的非均质、不确定性,把岩土体的物理力学参数分别看作正态分布函数来研究水厂铁矿的稳定性,分别给出岩土层的参数取值,并给出计算中函数取值的分布概率及其对边坡应力应变场的影响程度;得到该铁矿的应力和位移分布特征和边坡大于最大位移值的失效概率及影响最大位移的敏感性因素,从概率方面给出边坡的稳定程度.

关 键 词:水厂铁矿边坡  随机有限元  失效概率  敏感性分析
文章编号:1002-5634(2006)04-0075-03
收稿时间:2006-05-10
修稿时间:2006-06-20

Shuichang Iron Mine Slope Stability Analysis with Stochastic Finite Element Method
WANG Si-wei,WANG Huai-jun,LIU Han-dong.Shuichang Iron Mine Slope Stability Analysis with Stochastic Finite Element Method[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2006,27(4):75-77.
Authors:WANG Si-wei  WANG Huai-jun  LIU Han-dong
Affiliation:1. North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450011, China; 2. Wulumuqi Sub-institute of the First Design Institute, Railway Ministry, Wulumuqi 830000, China
Abstract:Using FEM,and considering the heterosphere and indeterminacy of the rock mass,and physical mechanical parameters of rock(soil) mass are looked as functions.With SFEM the distribution of stresses and displacements and the failure probability beyond the maximal displacement and the factors influencing the maximal displacement can be obtained.The degree of slope stability can be achieved in the probability by SFEM.
Keywords:Shuichang iron mine slope  stochastic finite element method  failure probability  sensitivity analysis
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