波浪冲刷作用下桩基竖向承载力研究

Xinyue Wang
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引用次数: 1

摘要

为了分析波浪冲刷对桩基竖向承载性能的影响,利用有限元软件ABAQUS对波浪冲刷作用下的桩基受力进行了模拟。根据实际工况建立了桩基的三维有限元计算模型,并将计算结果与现场试验结果进行了比较,验证了所建模型的正确性。通过算例分析了波浪冲刷深度和桩埋深对桩基竖向承载性能的影响。分析结果表明,波浪冲刷深度越大,对桩基竖向承载性能的影响越大。同时,桩身埋深越小,对桩竖向承载力的影响越大。从而得出了不同冲刷深度下的竖向承载力折减率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on Vertical Bearing Capacity of Pile Foundation under Wave Scouring
In order to analyze the influence of wave scouring on the vertical bearing behavior of the pile foundation, the finite element software ABAQUS was used to simulate the force of the pile foundation under the action of wave scouring. A three-dimensional finite element calculation model of the pile foundation was established according to the actual working conditions, and the calculation results were compared with the field test results to verify the correctness of the built model. Then, the influence of wave scouring depth and pile embedding depth on the vertical bearing behavior of pile foundation was analyzed through calculation examples. The analysis results showed that the greater the depth of wave erosion, the greater the impact on the vertical bearing behavior of the pile foundation. Meanwhile, the smaller the buried depth of the pile body, the greater the impact on the vertical bearing capacity of the pile. Thus, the reduction rate of the vertical bearing capacity under different scouring depths was obtained.
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