Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables

被引:266
|
作者
Li, Dianqing [1 ]
Chen, Yifeng
Lu, Wenbo
Zhou, Chuangbing
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
Slope stability; Stochastic response surface method; Polynomial chaos; Probabilistic collocation; Correlated non-normal random variables; POLYNOMIAL CHAOS; BIOLOGICAL-SYSTEMS; UNCERTAINTY;
D O I
10.1016/j.compgeo.2010.10.006
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a stochastic response surface method for reliability analysis involving correlated non-normal random variables, in which the Nataf transformation is adopted to effectively transform the correlated non-normal variables into independent standard normal variables. Transformations of random variables that are often used in reliability analyses in terms of standard normal variables are summarized. The closed-form expressions for fourth to sixth order Hermite polynomial chaos expansions involving any number of random variables are formulated. The proposed method will substantially extend the application of stochastic response surface method for reliability problems. An example of reliability analysis of rock slope stability with plane failure is presented to demonstrate the validity and capability of the proposed stochastic response surface method. The results indicate that the proposed stochastic response surface method can evaluate the reliability of rock slope stability involving correlated non-normal variables accurately and efficiently. Its accuracy is shown to be higher than that for the first-order reliability method, and it is much more efficient than direct Monte-Carlo simulation. The results also show that the number of collocation points selected should ensure that the Hermite polynomial matrix has a full rank so that different order SRSMs can produce a robust estimation of probability of failure for a specified performance function. Generally, the accuracy of SRSM increases as the order of SRSM increases. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:58 / 68
页数:11
相关论文
共 50 条
  • [1] Probabilistic Analysis of Rock Slopes Involving Correlated Non-normal Variables Using Point Estimate Methods
    Morteza Ahmadabadi
    Rainer Poisel
    [J]. Rock Mechanics and Rock Engineering, 2016, 49 : 909 - 925
  • [2] Probabilistic Analysis of Rock Slopes Involving Correlated Non-normal Variables Using Point Estimate Methods
    Ahmadabadi, Morteza
    Poisel, Rainer
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (03) : 909 - 925
  • [3] Reliability analysis of rock slopes involving correlated nonnormals
    Low, B. K.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (06) : 922 - 935
  • [4] Sensitivity analysis of laterally loaded pile involving correlated non-normal variables
    Chan, Chin Loong
    Low, Bak Kong
    [J]. INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2012, 6 (02) : 163 - 169
  • [5] Practical copula-based FORM for efficient slope reliability analysis involving correlated non-normal variables
    Tang, Xiao-Song
    Lin, Xin
    Li, Dian-Qing
    Wang, Shun
    [J]. COMPUTERS AND GEOTECHNICS, 2024, 172
  • [6] An orthogonal normal transformation of correlated non-normal random variables for structural reliability
    Zhao, Yan-Gang
    Weng, Ye-Yao
    Lu, Zhao-Hui
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2021, 64
  • [7] Impact of translation approach for modelling correlated non-normal variables on parallel system reliability
    Li, Dian-Qing
    Phoon, Kok-Kwang
    Wu, Shuai-Bing
    Chen, Yi-Feng
    Zhou, Chuang-Bing
    [J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2013, 9 (10) : 969 - 982
  • [8] Stochastic behavioral models for system level reliability analysis including non-normal and correlated process variation
    Taddiken, Maike
    Hillebrand, Theodor
    Peters-Drolshagen, Dagmar
    Paul, Steffen
    [J]. MICROELECTRONICS RELIABILITY, 2021, 118
  • [9] Performance of translation approach for modeling correlated non-normal variables
    Li, Dian-Qing
    Wu, Shuai-Bing
    Zhou, Chuang-Bing
    Phoon, K. K.
    [J]. STRUCTURAL SAFETY, 2012, 39 : 52 - 61
  • [10] Reliability-Based Stability Analysis of Rock Slopes Using Numerical Analysis and Response Surface Method
    N. Dadashzadeh
    H. S. B. Duzgun
    N. Yesiloglu-Gultekin
    [J]. Rock Mechanics and Rock Engineering, 2017, 50 : 2119 - 2133