Stability evaluations of three-layered soil slopes based on extreme learning neural network

被引:13
作者
Li, An-Jui [1 ]
Lim, Kelvin [2 ]
Fatty, Abdoulie [1 ]
机构
[1] Natl Taiwan Univ Sci & Technol, Dept Civil & Construct Engn, Taipei 106, Taiwan
[2] Arup, Geotech Dept, Kuala Lumpur, Malaysia
关键词
ANN; decision-making; limit analysis; fill slope; LIMIT ANALYSIS; STRENGTH REDUCTION; BEARING CAPACITY; FEEDFORWARD NETWORKS; CHARTS; EQUILIBRIUM; EMBANKMENTS;
D O I
10.1080/02533839.2020.1719899
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Slope stability analysis is one of the most critical and important topics for geotechnical engineers and thus various stability charts have been developed in order to provide quick first assessments of slope stability. However, general chart solutions are often found to be insufficient for purpose when variables to be considered increase. Motivated by that, this study aims to adopt an artificial neural network (ANN) with the extreme learning machine algorithm to develop a convenient and efficient tool for assessing three-layered soil slope stability. The neural network is trained using the obtained solutions from the finite element upper and lower bound limit analysis methods. The proposed tool in this study is capable of providing a quick first assessment of three-layered soil slope stability. The results showed that the slope stability estimation using the proposed ANN-based tool can still maintain good accuracy and convenience.
引用
收藏
页码:628 / 637
页数:10
相关论文
共 49 条
[1]   Finite element simulation of an embankment on soft clay - Case study [J].
Chai, Jinchun ;
Igaya, Yutaka ;
Hino, Takenori ;
Carter, John .
COMPUTERS AND GEOTECHNICS, 2013, 48 :117-126
[2]   Slope stability analysis using strength reduction technique [J].
Chang, YL ;
Huang, TK .
JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2005, 28 (02) :231-240
[3]   Landslide Susceptibility Zonation through ratings derived from Artificial Neural Network [J].
Chauhan, Shivani ;
Sharma, Mukta ;
Arora, M. K. ;
Gupta, N. K. .
INTERNATIONAL JOURNAL OF APPLIED EARTH OBSERVATION AND GEOINFORMATION, 2010, 12 (05) :340-350
[4]   Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods [J].
Cheng, Y. M. ;
Lansivaara, T. ;
Wei, W. B. .
COMPUTERS AND GEOTECHNICS, 2007, 34 (03) :137-150
[5]  
Feng X., 1995, INT J SURFACE MINING, V9, P57, DOI DOI 10.1080/09208119508964719
[6]   An extended limit analysis of three-dimensional slope stability [J].
Gao, Y. F. ;
Zhang, F. ;
Lei, G. H. ;
Li, D. Y. .
GEOTECHNIQUE, 2013, 63 (06) :518-524
[7]   3-DIMENSIONAL ANALYSIS OF SLIDES IN COHESIVE SOILS [J].
GENS, A ;
HUTCHINSON, JN ;
CAVOUNIDIS, S .
GEOTECHNIQUE, 1988, 38 (01) :1-23
[8]   SEISMIC LIQUEFACTION POTENTIAL ASSESSED BY NEURAL NETWORKS [J].
GOH, ATC .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (09) :1467-1480
[9]   Slope stability analysis by finite elements [J].
Griffiths, DV ;
Lane, PA .
GEOTECHNIQUE, 1999, 49 (03) :387-403
[10]   Optimization of perforation drilling for mitigating punch-through in multi-layered clays [J].
Hossain, M. S. ;
Cassidy, M. J. ;
Baker, R. ;
Randolph, M. F. .
CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (11) :1658-1673