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Stability Analysis and Control Measure of Lianhecun Landslide in Heilongjiang Province

详细信息   
摘要

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.

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