摘要
Landslide is one of the most familiar geohazards types both national and international. Its formation and stability are influenced by many factors. Thereby, there are many mechanism types of deformation and destruction, such as creep-sliding and fracturing, bending and fracturing, and so on. But the deformation and destruction of different landslide types all have the definite representation. So, further study on the representative landslide will have very good use for reference to the landslide which has the similar cause of formation. Furthermore, the stability and the approach level of deformation and destruction are deeply analyzed to the typical landslide using the three-dimensional finite element analysis method, the results are compared with the evaluation outcome using two-dimension limiting equilibrium analytical method.