基于Bishop条分法的边坡可靠度应用研究
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology)（2010）
Abstract
基于Bishop条分法,研究隐式功能函数边坡工程稳定可靠度计算方法.将传统的响应面分析方法与Bishopt条分法相结合,形成一种新的边坡稳定可靠性响应面分析方法.采用此方法分析某一边坡工程的稳定可靠性,并把分析结果与蒙特卡洛模拟法计算结果进行对照.研究结果表明:该方法计算效率较高,原理简单,精度满足要求.
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Key words
Bishop slice method,Implicit performance function,Response surface method,Slope reliability
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