In the light of the stoppage of the construction of Fuxi Multi-arch Tunnel caused by the cracks on the partition walls in the tunnel,this paper puts forward some protective measures for the talus with high-slope of the entrance of Fuxi Multi-arch Tunnel.

Based on the pseudo-static method,the reinforcement measures of anti-slide piles and their combination with anchor bolt frames were investigated with centrifuge model tests and numerical simulation in order to probe into the failure mechanism of deposit-on-slope reinforcement under an earthquake.

Failure properties and safety warning of talus landslide in Qingjiang area;

A new determination warning method for progressive failure propagation of sliding zone on talus landslide is proposed.

The problem of deposits slope is often encountered in constructions of hydropower projects in Southwest China.

Based on the deduction of uniform rheological formulation combined with elastic-viscoelastic model,this paper gives a time series evolution deformation monitoring model of reservoir stack stratum slopes under the action of multiple factors,providing a theoretical foun.