摘要
提出了基于响应面法的边坡稳定二阶可靠度分析的实用算法。选择U空间中的随机变量,通过空间变换和相关矩阵分解,计算试验点的功能函数;通过迭代算法构造响应面、以确保通过最小的计算量获得最优精度,并在此基础上进行FORM/SORM计算。以一岩石边坡的平面滑动问题为例,通过与蒙特卡洛模拟、FORM及随机响应面法的比较,证明了该方法的准确性和高效性。分析了参数的相关性及试验点取值范围对计算结果的影响,讨论了可靠度分析结果中参数敏感性和物理属性问题。该方法可为实际边坡问题的可靠度分析提供参考,并可以用来进行基于可靠度分析的加固设计。
A practical algorithm of reliability analysis for slope stability is presented based on response surface method and secondorder reliability method （SORM）. Independent random variables in U-space are chosen as basic variables and transformed into correlated non-normal variables in original X-space for computing the performance functions. The response surface is constructed using an iterative algorithm to ensure its accuracy with minimum computational expense. Then, the probability of failure is evaluated using the first order reliability method （FORM） and SORM. The accuracy and efficiency of the proposed method are illustrated for a rock slope with plane failure mechanism, via comparing with Monte Carlo simulations, pure FORM and stochastic response surface method. The influence of correlation among random variables and selection of sampling range around tentative design points on the inferred reliability results are investigated. The parametric sensitivity and physical property of random variables obtained from the reliability analysis are also discussed. The proposed method can be used for reliability analysis of practical slopes and also for reliability-based design of reinforcing structures.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2014年第12期3460-3466,共7页
Rock and Soil Mechanics
基金
国家自然科学基金项目(No.41202216)
中央高校基本科研业务费专项资金项目(No.2012QN161
No.2014QNA4020)
浙江省交通厅科研计划项目(No.2013H11
No.2014H21)
浙江省教育厅科研计划项目(No.Y200909163)
关键词
边坡稳定
可靠度分析
响应面法
二阶可靠度方法
相关非正态分布
slope stability
reliability analysis
response non-normal distributions surface method
secondorder reliability method（SORM）
correlated
