Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes

被引:66
作者
Cheng, YM [1 ]
Liu, HT
Wei, WB
Au, SK
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
[2] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
slope; stability analysis; NURBS surface; limit equilibrium;
D O I
10.1016/j.compgeo.2005.07.004
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
At present, location of critical three-dimensional failure surfaces is mainly limited to spherical shape due to the various difficulties in performing global optimization for general non-spherical failure surface. Non-spherical failure surface is however the most general and critical shape that should be considered in slope stability analysis. This paper introduces a practical way in using NURBS surface and ellipsoidal surface to simulate a three-dimensional sliding surface. Numerical examples have indicated that the present proposal is effective in application and the critical failure surfaces as determined for 2 specially designed problems are also reasonable. The authors have also applied the optimization search to a curved highway slope and have obtained the relation between curvature of slope and the minimum factors of safety of slope. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:387 / 399
页数:13
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