强风化泥岩边坡桩板墙结构参数优化研究
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TU473

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Optimization of structural parameters of pile slab wall of heavily weathered mudstone slope
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    摘要:

    以某含强风化泥岩边坡为研究对象,基于正交试验的设计方法,采用数值模拟的手段,分析了不同因素对桩板墙受力特性的影响规律,基于研究结论对桩板墙的设计参数进行了优化。研究表明:嵌固比是桩前棱角处最大剪应力及挡土板中部最大剪应力的主要影响因素,距宽比是桩体悬臂段顶部水平位移及桩板墙混凝土工程量的主要影响因素。优化后的桩前棱角处及挡土板中部最大剪应力分别降低了13.14%和16.97%,每公里边坡支护的桩板墙所用混凝土工程量降低了9.09%。

    Abstract:

    Taking a slope containing strongly weathered mudstone as the research object.According to the design method of orthogonal test and numerical simulation,the influence of different factors on the mechanical characteristics of pile slab wall was analyzed.The design parameters of pile-slab wall were optimized based on the research conclusions.The embedding ratio is the main factor affecting the maximum shear stress at the front corner of the pile and the maximum shear stress in the middle of the retaining plate.The distance width ratio is the main factor affecting the horizontal displacement at the top of the cantilever section of the pile body and the amount of concrete in the pile slab wall.After optimization,the maximum shear stress at the front corner of pile and in the middle of the retaining plate is reduced by 13.14% and 16.97% respectively,and the amount of concrete used in the pile slab wall per kilometer of slope support is reduced by 9.09%.

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王震华.强风化泥岩边坡桩板墙结构参数优化研究[J].江西水利科技,2025,(1):

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  • 在线发布日期: 2025-03-28
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