Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil

In order to study the working mechanisms of pile foundations applied embankment engineering on weak slope foundations, a finite element model foundation reinforced by is established. The influence position and length stability studied, mechanical response are also studied. results show that different positions have great safety factor deformation embankment. varies greatly from one reinforcement location another. maximum vertical 3 m 27 times 7 m. With lengths, horizontal displacement can be significantly reduced approximately 83.3% at most. research may provide more scientific help for design embankments soft soil slopes foundations.