The Impact of Reservoir Fluctuations on Reactivated Large Landslides: A Case Study

Table 1

Direct shear tests parameters of soil with particle size less than 2 mm.

Group	Cohesion (kPa)	Angle of friction (°)	Average moisture content (%)
1	120	27.16	8.2
2	114.74	26.46	12
3	107.09	26.06	14.3
4	57.25	21.8	15.8
5	32.18	14.82	18.1
6	24.86	11.87	20
7	12.3	10.01	25