Efficient System Reliability Analysis of Multi-Layered Soil Slopes Using Multiple Stochastic Response Surfaces

被引:0
|
作者
Li, Dian-Qing [1 ]
Jiang, Shui-Hua [2 ]
Qi, Xiao-Hui [1 ]
Cao, Zi-Jun [1 ]
机构
[1] Wuhan Univ, Sch Water Resources & Hydropower Engn, 8 Donghu South Rd, Wuhan 430072, Hubei, Peoples R China
[2] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Jiangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
STABILITY; VARIABILITY;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims to propose an efficient approach for evaluating the system reliability of multi-layered soil slopes using representative slip surfaces and multiple stochastic response surfaces (SRSs). First, the representative slip surfaces are identified from a large number of potential slip surfaces. For each representative slip surface, a stochastic response surface using the Hermite polynomial chaos expansion is constructed to estimate its factor of safety (FS). Second, direct Monte-Carlo simulations are performed to compute the system failure probability of the slope, of which the minimum FS for each random sample is calculated using SRSs of representative slip surfaces. Finally, a three-layered clay slope is investigated to demonstrate the effectiveness of the proposed approach. The results indicate that the proposed approach can effectively identify the representative slip surfaces of multi-layered soil slopes and produce accurate system failure probability which is commonly at relatively low levels. In addition, the proposed approach does not need to calculate the correlations between different potential slip surfaces for identification of the representative slip surfaces. The system failure probability of a multi-layered soil slope could be significantly underestimated if only the critical slip surface or insufficient representative slip surfaces are used.
引用
收藏
页码:164 / 172
页数:9
相关论文
共 50 条
  • [21] New methods for system reliability analysis of soil slopes
    Zhang, J.
    Zhang, L. M.
    Tang, Wilson H.
    CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (07) : 1138 - 1148
  • [22] System reliability analysis of soil slopes stabilized with piles
    Zhang, J.
    Wang, H.
    Huang, H. W.
    Chen, L. H.
    ENGINEERING GEOLOGY, 2017, 229 : 45 - 52
  • [23] Elastic analysis of laterally loaded pile in multi-layered soil
    Basu, D.
    Salgado, R.
    GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2007, 2 (03): : 183 - 196
  • [24] Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM
    Zhang Hai-ting
    Yang Lin-qing
    Guo Fang
    ROCK AND SOIL MECHANICS, 2019, 40 (07) : 2713 - 2722
  • [25] Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
    Zhang, Shaohe
    Li, Yuehua
    Li, Jingze
    Liu, Leilei
    APPLIED SCIENCES-BASEL, 2020, 10 (11):
  • [26] An Analytical Insight Into Stability Analysis of Unsaturated Multi-Layered Slopes Subjected to Rainfall Infiltration
    Yuan, Cheng
    Qin, Changbing
    Yang, Yueling
    Sun, Zhibin
    Li, Liang
    Lei, Xiaoqin
    Chian, Siau Chen
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2024, 48 (17) : 4291 - 4303
  • [27] System reliability analysis of soil slopes through constrained optimization
    Duan, Xiangrui
    Zhang, Jie
    Huang, Hongwei
    Zeng, Peng
    Zhang, Lulu
    LANDSLIDES, 2021, 18 (02) : 655 - 666
  • [28] System reliability analysis of soil slopes through constrained optimization
    Xiangrui Duan
    Jie Zhang
    Hongwei Huang
    Peng Zeng
    Lulu Zhang
    Landslides, 2021, 18 : 655 - 666
  • [29] Multiple response surfaces for slope reliability analysis
    Li, Liang
    Chu, Xuesong
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2015, 39 (02) : 175 - 192
  • [30] Thermal analysis of power cable systems in a trench in multi-layered soil
    Hanna, MA
    Chikhani, AY
    Salama, MMA
    IEEE TRANSACTIONS ON POWER DELIVERY, 1998, 13 (02) : 304 - 309