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深基坑土钉支护的模糊可靠度分析
引用本文:赵平,惠波. 深基坑土钉支护的模糊可靠度分析[J]. 岩土工程技术, 2006, 20(6): 278-281
作者姓名:赵平  惠波
作者单位:西安建筑科技大学,陕西西安,710055
摘    要:介绍了土钉支护体各种破坏模式下失效隶属函数的建立方法,并用模糊可靠度理论对实际基坑边坡工程的土钉支护体进行了可靠度分析,计算过程中部分数据采用了计算机仿真的方法,分析结果与实际相符,表明模糊可靠度理论对基坑土钉支护体进行分析具有一定现实意义。

关 键 词:土钉支护  模糊可靠度  失效隶属函数
文章编号:1007-2993(2006)06-0278-04
修稿时间:2006-09-04

Fuzzy Reliability Analysis to Soil Slope Engineering
Zhao Ping,Hui Bo. Fuzzy Reliability Analysis to Soil Slope Engineering[J]. Geotechnical Engineering Technique, 2006, 20(6): 278-281
Authors:Zhao Ping  Hui Bo
Abstract:The way to build membership function detailedly of soil nailing supporting invalidated model is introduced,and a fuzzy reliability analysis to soil slope engineering which protected by soil nailing.The outcome shows that apply fuzzy reliability theory to soil nailing is credible,and the analysis is help for the research about fuzzy reliability.
Keywords:soil nailing supporting  fuzzy reliability  membership function of failure
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