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风积沙充填网箱承载性能的数值模拟分析

Numerical simulation of bearing capacity of Aeolian sand-Gabion

  • 摘要: 风积沙在我国西北地区广泛分布,是理想的固体充填材料,提供侧向约束是利用这种散状颗粒材料的有效方式。以风积沙充填网箱为研究对象,通过单轴压缩试验、数值模拟试验和理论分析对其承载性能进行了研究,研究结果表明:由单轴压缩试验可知风积沙箱式充填体模型破坏时峰值应力随着丝径、目数的增加而增加;破坏时峰值应力随着网箱尺寸的增加而减小。大尺寸风积沙充填网箱破坏时峰值应力同样随着尺寸的增大而减小,且承载破坏均出现在边界连接处。由ANSYS对充填网箱承载变形模拟结果可知侧向约束强度是风积沙箱式充填体承载变形的关键,充填网箱承载时最大侧向变形出现在开口处附近,侧向变形分布呈现出上部大,下方小的特点;充填网箱的侧向网片为风积沙提供的侧向约束力随着网箱侧向变形量的增大而增大。当不同金属网片规格的网箱受到相同载荷时,金属网箱侧向变形量随着网箱尺寸、孔径的增大而增大,随着丝径的增大而减小;当不同网箱的侧向变形相同时,网箱为风积沙提供的侧向约束力随着网箱尺寸、孔径的增大而减小,随着丝径的增大而增大。选取网箱尺寸600 mm、孔径50 mm、丝径6 mm的数值模拟结果与理论分析结果的网丝拉力进行了对比分析,两者得到的网丝拉力误差值在不同变形情况下均小于5%。

     

    Abstract: Aeolian sand is widely distributed in the northwest region of China and serves as an ideal solid filling material. Providing lateral constraint is an effective way to utilize this granular material. Taking Aeolian sand backfilling cages as the research object, the bearing capacity was studied through uniaxial compression experiments, numerical simulation experiments, and theoretical analysis. The results show that the peak stress at the time of model failure increases with the increase of wire diameter and mesh count based on uniaxial compression experiments, while it decreases with the increase of cage size. Similarly, for large-sized Aeolian sand backfilling cages, the peak stress at the time of failure also decreases with the increase in size, and the failure occurs at the boundary connection. According to the ANSYS simulation results of the stress and deformation of the backfilling cages, the lateral constraint strength is crucial for the deformation of Aeolian sand backfilling bodies. The maximum lateral deformation of the backfilling cages occurs near the opening, and the lateral deformation distribution shows a characteristic of larger upper part and smaller lower part. The lateral restraint force provided by the lateral mesh of the backfilling cages increases with the increase in lateral deformation of the cages. When backfilling cages of different metal mesh specifications are subjected to the same load, the lateral deformation of the metal cages increases with the increase in cage size and aperture, and decreases with the increase in wire diameter. When the lateral deformations of different cages are the same, the lateral constraint force provided by the cages to the Aeolian sand decreases with the increase in cage size and aperture, and increases with the increase in wire diameter. The numerical simulation results of the wire tension of the cages with a size of 600 mm, aperture of 50 mm, and wire diameter of 6 mm were compared with the theoretical analysis results, and the error of the wire tension obtained from both methods was less than 5% under different deformation conditions.

     

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