A stability analysis of a layered-soil slope based on random field

被引：15
|
作者：
Zhou, Xiao-Ping [1 ]
Zhu, Bin-Zhan [2 ]
Juang, Charng-Hsein [3 ]
Wong, Louis Ngai Yuen [4 ]
机构：
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] China Nucl Power Engn Co Ltd, Shenzhen 518124, Guangdong, Peoples R China
[3] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA
[4] Univ Hong Kong, Dept Earth Sci, Hong Kong, Peoples R China
来源：
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2019年 / 78卷 / 04期
基金：
中国国家自然科学基金;
关键词：
Random field; Layered slope; Probability of failure; Horizontal integration method; Factor of safety; SYSTEM RELIABILITY-ANALYSIS; LANDSLIDE HAZARD; IMPACT;
D O I：
10.1007/s10064-018-1266-x
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
This paper details a method for investigating the stability of a layered slope that combines random field theory with horizontal integration. Both the cohesion and friction coefficient are treated as a Gaussian random field. The closed-form solution of the factor of safety and the probability of failure of the layered slope are derived, in which the effects of spatial correlation lengths and spatial correlation parameters on the stability of the layered slope are considered. The derived probability of failure is greatly affected by the input spatial correlation length of the soil parameters. The effectiveness of this proposed method is validated with the results of the Monte Carlo simulation.
引用
收藏
页码：2611 / 2625
页数：15
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