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。
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.
出处
《岩土工程技术》
2006年第6期278-281,共4页
Geotechnical Engineering Technique
关键词
土钉支护
模糊可靠度
失效隶属函数
soil nailing supporting
fuzzy reliability
membership function of failure
