基于FLAC3D的大直径实心桩承载性能数值模拟研究
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    摘要:

    基于FLAC3D模拟软件,对大直径实心桩竖向及横向的承载性能和变形特性进行数值模拟。深入而全面的研究了大直径实心桩的受力机理、承载性能与变形特性,得出以下结论:本次模拟的大直径实心桩的单桩承载力极限值为82000kN,单桩承载力特征值为41000kN,水平承载力极限值为1750 kN,水平承载力特征值为1000 kN。随着竖向位移的增大,桩周土体的沉降随着距离桩体距离的增大而减小,桩端土体与桩体和桩周土体相比沉降较小,模型承受荷载过程中桩身的压缩量较大。在各级荷载作用下,桩身轴力随着深度的增加而减小,至桩端处桩身轴力几乎降至为零。在施加水平荷载之后,桩顶部分的水平位移最大,随着桩体埋藏深度的增加,桩身位移迅速减小至零,桩身弯矩随着桩体埋藏深度的增大呈先增大后减小至零。

    Abstract:

    Based on FLAC3D, the vertical and lateral bearing capacity and deformation characteristics of large diameter solid piles were numerically simulated.The mechanical mechanism, bearing capacity and deformation characteristics of large diameter solid pile are thoroughly and comprehensively studied, and the following conclusions are drawn :In this simulation, the limit value of single pile bearing capacity of large diameter solid pile is 82000kN, the characteristic value of single pile bearing capacity is 41000kN, the limit value of horizontal bearing capacity is 1750kN, and the characteristic value of horizontal bearing capacity is 1000kN.With the increase of vertical displacement, the settlement of the soil around the pile decreases with the increase of the distance from the pile. Compared with the pile and the soil around the pile, the settlement of the soil around the pile tip is smaller, and the compression of the pile is larger during the loading process of the model.Under all levels of load, the pile axial force decreases with the increase of depth, and the pile axial force almost drops to zero at the pile tip.After the horizontal load is applied, the horizontal displacement of pile tip reaches the maximum. With the increase of pile burial depth, the pile displacement rapidly decreases to zero, and the pile bending moment increases first and then decreases to zero with the increase of pile burial depth.

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周阳,吕仁红,胡延武,吴杰.基于FLAC3D的大直径实心桩承载性能数值模拟研究[J].城市道桥与防洪,2022,(5):185-189.

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  • 收稿日期:2021-08-26
  • 最后修改日期:2021-09-07
  • 录用日期:2021-09-14
  • 在线发布日期: 2022-05-30
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