The results of professional monitoring implemented in 2006 shows the Muyubao landslide in Three Gorges reservoir area has been continuously deformed

which brings a huge threat to the Three Gorges Dam Project and the Yangtze River Channel. Qualitative analysis indicates that the reservoir water level plays a key role in the surface deformation of the landslide. Through many field geological survey data

long-term on-site inspection

artificial GPS displacement monitoring data

and automatic monitoring data for nearly one year

the deformation characteristics

evolution law and deformation mechanism of the landslide under reservoir water fluctuation and rainfall conditions are analysed in depth. The results show that the geological factors such as landslide slope structure

lithology and geological structure control the deformation of Muyubao landslide

and the reservoir water level is the main driving factor. During the rise of the reservoir water level

when the reservoir water level rises from 145 m to 155 m

the monthly displacement is the minimum; when the hydrodynamic pressure is towards inside slope

the landslide deformation is the smallest; when the reservoir water level rises from 155 m to 175 m

the reservoir water infiltrates the front slope

which leads to form a floating weight-reducing effect on the anti-sliding section in front of the landslide and increases the deformation. When the reservoir water level reduces from 175 m to 170 m

the monthly displacement reaches the maximum value and the cumulative displacement forms a step

which is affected by the dynamic water pressure and the floating weight loss effect of the slope. When the reservoir water level decreases from 170 m to 145 m

the floating weight loss effect is reduced and the monthly displacement is reduced. At present

the deformation trend of the Muyubao landslide is less

and the possibility of large-scale sliding is smaller

but the monitoring and mechanism research must be further strengthened.