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.

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

Instantaneous rotation analysis of deep sliding in complex rock foundation;