The sliding damage occurred on a slope site due to rainfall and other environmental conditions, the stability coefficient was calculated be 1.05 based numerical analysis model of investigation data, which did not meet reinforcement requirements code. after is 1.39, 32.4% higher than that before reinforcement, indicating scheme feasible.

Landslides or landslide-induced impact waves in high mountain lakes represent a hazard for society, calling realistic assessments of rock slope stability responsible the process chain initiation. This task is often hampered by complex interplays triggers, which effects on may be delayed decades even millennia, while historical records describing topography landslide occurrences are usually shor...

There are various parameters that affect stability and expansion of failure zones in under pressure tunnels. Among the important parameters that affect failure zones around the tunnels are cohesion and internal friction angle of the rock mass. In addition, the cross sectional shape is the considerable point in failure distribution around the tunnels. The stress analysis method is one of the app...