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基于DIC分析的含石量对碎石土边坡稳定性影响

陆烨 黄越川

陆烨,黄越川. 基于DIC分析的含石量对碎石土边坡稳定性影响[J]. 中国地质灾害与防治学报,2023,34(0): 1-9 doi: 10.16031/j.cnki.issn.1003-8035.202203030
引用本文: 陆烨,黄越川. 基于DIC分析的含石量对碎石土边坡稳定性影响[J]. 中国地质灾害与防治学报,2023,34(0): 1-9 doi: 10.16031/j.cnki.issn.1003-8035.202203030
LU Ye,HUANG Yuechuan. Influences of stone content on stability of gravel soil slope based on DIC analysis[J]. The Chinese Journal of Geological Hazard and Control,2023,34(0): 1-9 doi: 10.16031/j.cnki.issn.1003-8035.202203030
Citation: LU Ye,HUANG Yuechuan. Influences of stone content on stability of gravel soil slope based on DIC analysis[J]. The Chinese Journal of Geological Hazard and Control,2023,34(0): 1-9 doi: 10.16031/j.cnki.issn.1003-8035.202203030

基于DIC分析的含石量对碎石土边坡稳定性影响

doi: 10.16031/j.cnki.issn.1003-8035.202203030
详细信息
    作者简介:

    陆烨:陆 烨(1979-),女,副教授,工学博士,主要从事砂土室内试验及相关离散元模拟方面的研究工作。E-mail:ye.lu@shu.edu.cn

  • 中图分类号: TU411.93

Influences of stone content on stability of gravel soil slope based on DIC analysis

  • 摘要: 为了研究含石量对碎石土边坡稳定性的影响,对不同含石量的边坡进行了模型试验。用模型试验结合数字图像相关技术(digital image correlation,DIC),分析了边坡全场和局部场的土体变形。研究发现含石量对碎石土边坡的承载力和变形特性具有显著的控制效果,并且根据极限承载力发现含石量存在两个阈值,分别为20%和70%。从细观尺度分析局部土体的变形规律和碎石的运动行为,发现在剪切过程中,局部土体出现剪胀效应,剪切带内孔隙率会明显增加。通过对局部土体中碎石及其周边砂颗粒的追踪,发现碎石会影响剪切带的发展,总结出五种剪切带绕石模式。研究成果为进一步了解碎石土边坡失稳的内在机理提供参考。
  • 图  1  试验装置

    Figure  1.  Schematic view of the testing set-up

    图  2  颗粒级配曲线

    Figure  2.  Soil particle size distribution curve

    图  3  模型示意图

    Figure  3.  Schematic view of the testing model

    图  4  不同含石量边坡的P-s曲线和极限承载力

    Figure  4.  P-s curves and ultimate bearing capacity curves of the slopes with different stone contents

    图  5  不同含石量边坡位移矢量增量

    Figure  5.  Displacement vector increment of slope with different stone content

    图  6  不同含石量边坡土体包络线

    Figure  6.  Displacement envelope of slope with different stone content

    图  7  不同含石量边坡剪应变增量云图

    Figure  7.  Cloud diagram of shear strain increment of slope with different stone content

    图  8  局部场一和局部场二位置示意图

    Figure  8.  Location map of the local field I and local field II

    图  9  局部场剪应变增量

    Figure  9.  Distribution diagram of shear strain increment in local field

    图  10  局部场一中代表区域

    Figure  10.  Location map of the representative area in local field I

    图  11  代表区域剪切带示意图

    Figure  11.  Schematic diagram of shear zone in the representative area

    图  12  不同时刻颗粒的位移和旋转

    Figure  12.  Displacement and rotation of particles at different moments

    图  13  局部位置剪切带绕石示意图

    Figure  13.  Schematic diagram of shear zone around stone in local field position

    图  14  局部场不同区域孔隙率时程曲线

    Figure  14.  Time history curves of porosity in different regions of the local field

    表  1  不同含石量碎石土边坡总时间T

    Table  1.   Time of gravel soil slope with different stone contents

    含石量/%T/(s)含石量/%T/(s)
    015050535
    1018960624
    2022470700
    3029580715
    40426
    下载: 导出CSV

    表  2  颗粒位移和旋转角度

    Table  2.   Summary table of the particle displacement and rotation angle

    颗粒水平位移/mm竖直位移/mm旋转角度/(°)颗粒水平位移/mm竖直位移/mm旋转角度/(°)
    碎石13.875.1716砂颗粒102.758.25−36
    碎石21.753.011砂颗粒111.785.93−20
    砂颗粒17.888.54122砂颗粒122.847.40−25
    砂颗粒28.907.30110砂颗粒132.047.20−94
    砂颗粒310.195.6890砂颗粒145.554.69−80
    砂颗粒49.416.94114砂颗粒154.694.28117
    砂颗粒59.255.9850砂颗粒165.414.6256
    砂颗粒68.394.3152砂颗粒172.413.9177
    砂颗粒75.747.6722砂颗粒182.146.35−22
    砂颗粒84.264.5160砂颗粒193.314.2430
    砂颗粒97.231.7110砂颗粒202.703.92−45
    下载: 导出CSV
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出版历程
  • 录用日期:  2023-04-17
  • 网络出版日期:  2023-04-26

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