Stability Analysis and Control Measure of Lianhecun Landslide in Heilongjiang Province
Based on the geological hazard investigation and analysis of the landslide stability affecting factors, a general model of the landslides was established. Safety of the two bodies was quantitatively assessed using the method of delivering coefficient. The result showed that the two landslides were less-stable under normal conditions but unstable under storm raining or excessively raining. The paper proposed some measures to control the landslides respectively.