土工合成材料加筋地基承载力的可靠度分析  

Reliability Analysis of Bearing Capacity of Foundation Reinforced with Geosynthetics

作　　者：张晓君[1] 

机构地区：[1]南方冶金学院建工系,江西赣州341000

出　　处：《南方冶金学院学报》2001年第3期217-219,224,共4页Journal of Southern Institute of Metallurgy

摘　　要：首先选用土工合成材料加筋地基承载力的极限状态方程，对随机变量的概率模型进行了分析，最后结合工程实例，采用优化方法进行了复合地基可靠度的计算．：Firstlythe state equation of bearing capacity of foundation reinforced with geosynthetics was Constructed ．Secondlythe probabilistic models of parameters treated as stochastic variables were analyzed． Finallyusing a case historythe reliability of composite foundation was calculated by way of microsoft Excel 2000 solver．

关 键 词：加筋地基 承载力 可靠度分析 土工合成材料 

分 类 号：TU473.11[建筑科学—结构工程]