In view of the large-scale complex landslide mass having thick weathered layer,long slippery face and the secondary sliding surface,the paper put forward the comprehensive treatment such as the pre-stressed anchor,the anti-slippery retaining wall and slide-resistant pile,as well as the surface drainage,the slope face afforestation and so on and get good strengthen effect.

This paper illustrates the initial sliding of a cut slope with over consolidated fissured clay by considering the influence of the over consolidated horizental stress on the cut slope.

Stability method that based on the FE(Finite Element) stress analysis of slip surface and the shear strength reduction method are two principal methods of FEM slope stability analysis.

0 when soil mass arrives at the state of limit equilibrium and to search for the critical slip surface.

Based on the finite element stress-strain analysis,the factor of safety of the slip surface is defined as the ratio of the critical shear intensity during failure to real shear stress,the authors utilize pattern search method to ascertain the critical slip surface of slope.

The effect of diffusion controlled interfacial sliding on the transverse shear deformation of fibrous composites is studied.

The imperfect interface with a continuous normal displacement and a jumped tangential displacement is called a sliding interface.

This paper studies the scattering of plane compressional waves by a spherical inhomogeneity with a sliding interface embedded in an infinite homogenous media.

More and more attention has been paid to the influence of the sliding interface on the mechanical behaviors of materials recelltly.