Mouzhudong landslide lies in Guixin Express, and it was a big landslide which occurred previously. The main part of the landslide is sequence shale with lime stone. After being repaired for serval times, there are still new cracks existing in the potential landslide. In this paper, through the stability analysis to the right landslide of Maozhoudong with Limit Balance Method, current slope stability also can be disclosed. The possible slide faces include the arc face slide from the bottom of retaining wall and the polyline face slide from the top of poles along mudstone.
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