The moisture content of slope was measured in the tests, and the surface erosion, collapse and slide, and transfer from landslide into debris were analysed.

Simulation of rockfall at Mingshan in Fengdu by discrete element method;

This paper introduced engineering geologic conditions of Baishapo rockfall in the Three Gorge reservoir area,analysed its formation mechanism and calculated its stability under main load compo.

Based on the geological exploration of Nanzhu landslide,the stability analysis of the landslide is studied when the water level of the Yangtze River falls from 175 m to 125 m.

According to the characteristics,material structure features,and the geological natures of the landslide, the calculation and evaluation for the stability of the landslide are performed with the consideration of three kinds of loading situations and residual thrust method.

The Zuoyituo landslide 83 km from the Three Gorges dam,is one of the major prospecting landslides in the reservoir area of the Three Gorges,lying on the southern bank of the Changjiang River, in the Nanmuyuan Village of Badong County of Hubei Province.

Monitoring during construction of prevention works for landslides and the effect analysis;

Areal landslides susceptibility analysis——A case study in Hong County, Sichuan Province;

In this paper,thewriter studies the regularities governing the density of collapse and landslide on the upperMing Jiang River Basin.

Then using sensitivity coefficient analyzed the sensitivity of collapse and landslide to stratum lithology in research area,according to research area actual situation,the sensitivity coefficient is divided into four ranks which extremely sensitive area accounts for 29.