Abstract
This paper describes landslide rock-soil structure characteristics and physical-mechanical properties on the left side of a roadbed, and landslide formation mechanism and harm were analyzed in construction, with the transfer coefficient method and finite element method, the stability of the foundation and structures were evaluated, the stability coefficient and surplus sliding force of landslide were calculated, according to the calculation results, treatment measures are proposed, and the landslide stability were made comparative analysis before and after treatment, and that valuable experience and lesson were gained, which provide a strong basis for the landslide recognition and design, at the same time has a certain reference value for similar landslide governance.
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