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Study of working properties of pile with branch plates based on Abaqus

机译:基于Abaqus的带支板桩的工作特性研究

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Based on the Abaqus software, the working properties of pile with branch plates were studied. To solve this problem and considering the no-linear contact between pile and soil, elastic-plastic of soil, initial stress state. The results show that the axial force of pile body had mutations at upper and lower of the branch plates, when the pile with branch plates bearing capacity to the limit, the lower slope of branch plate bore great contact pressure, the upper slope of branch plate and soil produced a separate, the plastic strain occurred in the bottom of the branch plate and the pile body.
机译:基于Abaqus软件,研究了带支板的桩的工作特性。为了解决这个问题,考虑了桩与土之间的非线性接触,土的弹塑性,初始应力状态。结果表明,桩体的轴向力在支板的上部和下部发生突变,当支板承载力达到极限时,支板的下部斜面承受较大的接触压力,支板的上部斜度较大与土壤产生分离,塑性应变发生在分支板和桩身的底部。

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