Machine learning aided stochastic reliability analysis of spatially variable slopes

被引:73
|
作者
He, Xuzhen [1 ]
Xu, Haoding [1 ]
Sabetamal, Hassan [1 ]
Sheng, Daichao [1 ]
机构
[1] Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW, Australia
关键词
Machine learning; Stochastic reliability analysis; Spatially variable slopes; STABILITY ANALYSIS; LIMIT ANALYSIS;
D O I
10.1016/j.compgeo.2020.103711
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents machine learning aided stochastic reliability analysis of spatially variable slopes, which significantly reduces the computational efforts and gives a complete statistical description of the factor of safety with promising accuracy compared with traditional methods. Within this framework, a small number of traditional random finite-element simulations are conducted. The samples of the random fields and the calculated factor of safety are, respectively, treated as training input and output data, and are fed into machine learning algorithms to find mathematical models to replace finite-element simulations. Two powerful machine learning algorithms used are the neural networks and the support-vector regression with their associated learning strategies. Several slopes are examined including stratified slopes with 3 or 4 layers described by 4 or 6 random fields. It is found that with 200 to 300 finite-element simulations (finished in about 5 similar to 8 h), the machine learning generated model can predict the factor of safety accurately, and a stochastic analysis of 10(5) samples takes several minutes. However, the same traditional analysis would require hundreds of days of computation.
引用
收藏
页数:14
相关论文
共 50 条
  • [41] Efficient reliability sensitivity analysis for slope stability in spatially variable soils
    Guo Chong-yang
    Li Dian-qing
    Cao Zi-jun
    Gao Guo-hui
    Tang Xiao-song
    ROCK AND SOIL MECHANICS, 2018, 39 (06) : 2203 - 2210
  • [42] Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils
    Dong, Xiaole
    Tan, Xiaohui
    Lin, Xin
    Guo, Wei
    Zha, Fusheng
    Xu, Long
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 23 (10)
  • [43] Novel approach to efficient slope reliability analysis in spatially variable soils
    Wang, Ze-Zhou
    Goh, Siang Huat
    ENGINEERING GEOLOGY, 2021, 281
  • [44] Sliding Mass Period for Seismic Displacements of Spatially Variable Slopes
    Bassal, Patrick C.
    Oathes, Tyler J.
    GEO-CONGRESS 2024: GEOTECHNICS OF NATURAL HAZARDS, 2024, 349 : 351 - 360
  • [45] Probabilistic failure analysis of infinite slopes under random rainfall processes and spatially variable soil
    Yuan, Ji
    Papaioannou, Iason
    Straub, Daniel
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2019, 13 (01) : 20 - 33
  • [46] Stability analysis of stratified rock slopes with spatially variable strength parameters: the case of Qianjiangping landslide
    Tang, Huiming
    Yong, Rui
    Eldin, M. A. M. Ez
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (03) : 839 - 853
  • [47] Stability analysis of stratified rock slopes with spatially variable strength parameters: the case of Qianjiangping landslide
    Huiming Tang
    Rui Yong
    M. A. M. Ez Eldin
    Bulletin of Engineering Geology and the Environment, 2017, 76 : 839 - 853
  • [48] Machine-Learning Aided Analysis of Clone Evolution
    ZHANG Fanlong
    KHOO Siau-Cheng
    SU Xiaohong
    Chinese Journal of Electronics, 2017, 26 (06) : 1132 - 1138
  • [49] Machine Learning Aided Design Optimization for Micro-chip Reliability Improvement
    Lv, Jiahe
    2020 3RD WORLD CONFERENCE ON MECHANICAL ENGINEERING AND INTELLIGENT MANUFACTURING (WCMEIM 2020), 2020, : 131 - 135
  • [50] Analysis on reliability of clay slopes
    Chen, Weiqing
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 32 (04): : 377 - 381