Indented Ellipsoidal Rupture Surfaces in Undrained Gibson Soils

摘要：

　　A 3D planar slope stability solution recently presented by the author to find out, by the Hessian Thrust and Moment Maximization the spheroidal rupture surfaces in homogeneous undrained soils is here generalized to the case of 3D indented slope in undrained Gibson soils.

关键词： Hessian iterative procedure landslide slope stability undrained shear strength

作者: Ampeglio Garini

作者单位: Consulting Engineer, Via Isolalunga, Cicagna, Italy

会议类型: 国际会议

会议名称: World Landslide Forum 3(第三届世界滑坡论坛)

会议地点: 北京

会议语种:英文

页码: 52-55

在线出版日期: 2014-06-02（万方平台首次上网日期，不代表论文的发表时间）