个人信息Personal Information
教授
博士生导师
硕士生导师
任职 : 大连理工大学水利工程学院副院长
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:水利工程系
学科:水工结构工程
电子邮箱:kangfei@dlut.edu.cn
System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling
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论文类型:期刊论文
发表时间:2015-01-01
发表刊物:COMPUTERS AND GEOTECHNICS
收录刊物:SCIE、EI
卷号:63
页面范围:13-25
ISSN号:0266-352X
关键字:Slope stability; Response surface; System reliability analysis; Monte Carlo simulation; Gaussian processes; Computer experiments
摘要:This paper presents a system probabilistic stability evaluation method for slopes based on Gaussian process regression (GPR) and Latin hypercube sampling. The analysis is composed of three parts. Firstly, Latin hypercube sampling is adopted to generate samples for constructing the response surface. Then, based on the samples, Gaussian process regression, which is a popular machine learning technique for nonlinear system modeling, is used for establishing the response surface to approximate the limit state function. Finally, Monte Carlo simulation is performed via the GPR response surface to estimate the system failure probability of slopes. Five case examples were examined to verify the effectiveness of the proposed methodology. Computer simulation results show that the proposed system reliability analysis method can accurately give the system failure probability with a relatively small number of deterministic slope stability analyses. (C) 2014 Elsevier Ltd. All rights reserved.