CHENG Yungming, ZHU Lujuan, GU Zhaoqi. Rotational failure of 3D nonsymmetric slope predicted by Bishop’s method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 706-709.
Citation:
CHENG Yungming, ZHU Lujuan, GU Zhaoqi. Rotational failure of 3D nonsymmetric slope predicted by Bishop’s method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 706-709.
CHENG Yungming, ZHU Lujuan, GU Zhaoqi. Rotational failure of 3D nonsymmetric slope predicted by Bishop’s method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 706-709.
Citation:
CHENG Yungming, ZHU Lujuan, GU Zhaoqi. Rotational failure of 3D nonsymmetric slope predicted by Bishop’s method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 706-709.
1.Department of Civil and Structural Engineering The Hong Kong Polytechnic University Hong Kong China 2.Chinese Geological Engineering Company Beijing 100080 China 3.Department of Hydraulic Engineering Tsinghua University Beijing 100084 China
Threedimensional slope stability analysis with limit equilibrium method is developed, based on the assumption used in Bishop’s twodimensional simplified method. The sliding direction of whole slope is assumed. Thus this method can be applied to slope with rotational failure surface such as semispherical, ellipsoid, or composite failure surface that is the combination of the above rotational surface with plane.In this paper, some problem of applying this method to asymmetric slope is discussed.