SLOPE FAILURE MODE ANALYSIS IN A POWER STATION LANCANG RIVER

Slope stability analysis and evaluation is the one of the main engineering geological problems in Lancang river a power plant, this article through the carding of slope failure mode, it is concluded that the main failure mode of slope as sliding cracking, stepwise slip cracking, brittle dump deformation and compression deformation, the results obtained for the slope stability calculation and provide geological basis for excavation support design.