Machine Learning in the Stochastic Analysis of Slope Stability: A State-of-the-Art Review

被引:1
|
作者
Xu, Haoding [1 ]
He, Xuzhen [1 ]
Shan, Feng [1 ]
Niu, Gang [1 ]
Sheng, Daichao [1 ]
机构
[1] Univ Technol Sydney, Sch Civil & Environm Engn, Ultimo, NSW 2007, Australia
来源
MODELLING | 2023年 / 4卷 / 04期
关键词
slope stability; factor of safety; slope stability classification; machine learning; geotechnical engineering; uncertainty; reliability analysis; ARTIFICIAL NEURAL-NETWORK; RESPONSE-SURFACE METHOD; ADAPTIVE REGRESSION SPLINES; RELIABILITY-ANALYSIS; BACK-ANALYSIS; LIMIT EQUILIBRIUM; RANDOM FOREST; RANDOM-FIELDS; PREDICTION; MODEL;
D O I
10.3390/modelling4040025
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In traditional slope stability analysis, it is assumed that some "average" or appropriately "conservative" properties operate over the entire region of interest. This kind of deterministic conservative analysis often results in higher costs, and thus, a stochastic analysis considering uncertainty and spatial variability was developed to reduce costs. In the past few decades, machine learning has been greatly developed and extensively used in stochastic slope stability analysis, particularly used as surrogate models to improve computational efficiency. To better summarize the current application of machine learning and future research, this paper reviews 159 studies of supervised learning published in the past 20 years. The achievements of machine learning methods are summarized from two aspects-safety factor prediction and slope stability classification. Four potential research challenges and suggestions are also given.
引用
收藏
页码:426 / 453
页数:28
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