Assessment of 3D Slope Stability Analysis Methods Based on 3D Simplified Janbu and Hovland Methods

被引:32
|
作者
Ahmed, Aly [1 ,2 ]
Ugai, Keizo [3 ]
Yang, Qing Qing [3 ]
机构
[1] Beni Suef Univ, Dept Civil Engn, Bani Suwayf, Egypt
[2] Gunma Univ, Grad Sch Engn, Dept Civil Engn, Kiryu, Gunma 3768515, Japan
[3] Gunma Univ, Grad Sch Engn, Dept Civil & Environm Engn, Kiryu, Gunma 376, Japan
关键词
Slope stability; Three-dimensional; Safety factor; Hovland method; 3D simplified Janbu method; LIMIT ANALYSIS;
D O I
10.1061/(ASCE)GM.1943-5622.0000117
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An assessment of three-dimensional slope stability analysis methods in terms of safety factors using several idealized sliding masses composed of plane sliding surfaces was made. Three-dimensional safety factors were calculated and compared for different study cases considered in this study on the basis of the exact solution methods, the Hovland method, and the 3D simplified Janbu method. Parameters investigated in this study included the effect of water pressure, horizontal seismic force, the changing gradient of a sliding surface, the changing lateral gradient of a sliding surface, and anchor force. Results showed that the Hovland method gives smaller safety factor values compared to the exact solutions, especially in cases of narrow failure width and high water pressure along sliding surfaces whereas the 3D simplified Janbu method gives the same safety factor values as the exact solutions. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:81 / 89
页数:9
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