Using the stabilizing piles with prestressed anchor ropes for remedy of deep-strata landslide of highway roadbed;

Working practice of managing bedding landslide by adopting steel tube pile grouting;

Causes analyzing of bedding landslide in Hang-Qian highway project

This paper,according to the energy dissipation mechanism,adopted mechanical calculation model of sheet slope crack,established mechanical criterion by which bending failure appeared the bedding landslide,and carried through idiographic analyses of this landslide.

Cusp-catastrophic model of shallow landslide under intensive rainfall;

After consulting some articles about the analysis method for the deep slide of dam foundation, and based on the mechanical analysis method, the selection of safety factor and the slide-resistant effect coming from downstream rock surrounding was briefly reviewed, and the selection principle of safety factor and the count principle of rock surrounding slide-resistant effect were proposed.