Failure Mechanism of a slope anti-sliding pile

摘要

According to finite element strength reduction method, the article has discussed the failure mechanism of anti-sliding pile by using finite element software MIDAS/GTS, exploration report and anti-sliding pile design data. The comparative analysis shows that the failure of anti-siding pile is contributed by the slope excavation and rainwater. The analysis method and results can provide reference significance to other anti-sliding pile design. This paper also provide a feasible method for prediction of consequence in slope excavation.