This document summarizes the landslides that have occurred along the banks of the Dagangshan reservoir in China. It finds that numerous landslides have developed since impoundment, mainly affecting Quaternary deposits and weakened bedrock. Seven unstable slopes were identified that show signs of large deformation, local collapses, and tension cracks induced by water level changes and rainfall. The landslides tend to occur along major faults and in easily erodible materials. Three representative slopes exhibit different responses to water level fluctuations and rainfall infiltration. Models of creep-shear-tension and toppling-tensile-shear failures are proposed to explain slope movements. The extent of landsliding is less than other Chinese reservoirs, likely due to smaller