Influence on the stability of bank slope at high-pile wharf by the raking pile under the pile-soil interaction
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    Abstract:

    Considering the impact on the wharf slop and rear pile platform by the external loads such as ship impact force and cargo load,the finite element software,ABAQUS,was utilized to simulate the rear pile platform and slope soil mass used for arranging raking piles at the high-pile wharf,and the interaction between soil and pipe and the stability of structure were also analyzed.Through analysis on the simulation results of the cloud pictures about the displacement field,stress field,etc.,these results indicate that:the raking pile has better ability in bearing the horizontal load than bearing the vertical load,and it can well form a blind with vertical piles to guarantee the stability of slope soil mass and structures.

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王玉生,高华喜.桩土作用下斜桩对高桩码头岸坡稳定性的影响[J].水运工程,2016,(8):46-49

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  • Received:
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  • Online: August 18,2016
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