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充填粗糙节理直剪数值模拟宏细观分析

许万忠 林杭 曹日红

许万忠, 林杭, 曹日红. 充填粗糙节理直剪数值模拟宏细观分析[J]. 西南交通大学学报, 2018, 53(3): 548-557. doi: 10.3969/j.issn.0258-2724.2018.03.016
引用本文: 许万忠, 林杭, 曹日红. 充填粗糙节理直剪数值模拟宏细观分析[J]. 西南交通大学学报, 2018, 53(3): 548-557. doi: 10.3969/j.issn.0258-2724.2018.03.016
XU Wanzhong, LIN Hang, CAO Rihong. Simulation and Macro-Mesoscopic Parameter Analysis for Direct Shear of Filled Rough Joints[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 548-557. doi: 10.3969/j.issn.0258-2724.2018.03.016
Citation: XU Wanzhong, LIN Hang, CAO Rihong. Simulation and Macro-Mesoscopic Parameter Analysis for Direct Shear of Filled Rough Joints[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 548-557. doi: 10.3969/j.issn.0258-2724.2018.03.016

充填粗糙节理直剪数值模拟宏细观分析

doi: 10.3969/j.issn.0258-2724.2018.03.016
基金项目: 

国家自然科学基金资助项目 51474249

湖南省自然科学基金资助项目 2018JJ2500

国家自然科学基金资助项目 41562016

国家自然科学基金资助项目 51774322

详细信息
    作者简介:

    许万忠(1965-), 男, 副教授, 研究方向为边坡工程、地基基础处理, E-mail:582647881@qq.com

    通讯作者:

    林杭(1980-), 男, 教授, 博士, 博士生导师, 研究方向为边坡稳定性与节理力学, E-mail:linhangabc@126.com

  • 中图分类号: TU457

Simulation and Macro-Mesoscopic Parameter Analysis for Direct Shear of Filled Rough Joints

  • 摘要: 利用颗粒流数值计算方法对岩石充填节理直剪作用下力学性质进行研究,从细观角度分析不同法向荷载下粗糙节理面的损伤情况;探讨充填节理粗糙程度、充填物强度参数、充填物与围岩接触面强度以及充填厚度对节理剪切强度的影响,结果表明:(1)随着法向荷载的增大,上下节理面接触状态及粘结力分布规律发生转变,充填节理面粘结破坏明显增加;(2)节理粗糙度系数(JRC)对峰值剪切应力的影响较大;随JRC的增加节理峰值剪切强度增大;节理面粘结力呈类线性增长,而内摩擦角随JRC的增大而呈明显的非线性变化;(3)随节理充填物粘结强度比的增加,峰值剪切应力增大;随充填物强度比的增加,节理面粘结力出现明显的增长,而内摩擦角呈现先下降后增加的趋势;(4)当法向荷载较小时,峰值剪切应力受接触面粘结强度比的影响较大;当法向荷载较大时,其对峰值剪切应力的影响程度明显降低.节理面粘结力和内摩擦角随接触面粘结的增加分别呈现出非线性增长和下降的趋势.(5)节理剪切力学形式随充填后的增加呈现降低的趋势,然而随着厚度的不断增加,所带来的剪切力学参数变化程度逐渐减小.

     

  • 图 1  平行粘结示意

    Figure 1.  Parallel bond model in PFC

    图 2  单轴加载下完整试样应力-应变曲线对比

    Figure 2.  Comparison of stress-strain curves and failure mode with numerical model and real sample under uniaxial compression

    图 3  Barton JRC标准轮廓线与充填节理模型

    Figure 3.  Barton JRC standard profile and the filled joint model

    图 4  直剪示意图

    Figure 4.  Direct shear diagram for this study

    图 5  不同法向荷载下剪切应力、法向位移、裂纹数量与剪切位移的关系

    Figure 5.  Shear stress, normal displacement, and number of micro-cracks vs. shear displacement under different normal stresses

    图 6  法向荷载为1MPa和3MPa下的节理损伤情况

    Figure 6.  Joint morphology damage at normal stresses of 1 MPa and 3 MPa

    图 7  法向荷载为1 MPa和3 MPa下的细观粘结力分布

    Figure 7.  Distribution of bond stress at normal stresses of 1 MPa and 3 MPa

    图 8  JRC对节理力学性质的影响

    Figure 8.  Influence of JRC value on the mechanical properties of the fill joint

    图 9  节理充填物强度比对节理力学性质的影响

    Figure 9.  Influence of the filling strength ratio on the mechanical properties of the fill joint

    图 10  接触面强度比对节理力学性质的影响

    Figure 10.  Influence of the interface strength ratio on the mechanical properties of the fill joint

    图 11  充填体厚度对节理力学性质的影响

    Figure 11.  Influence of filling thickness on the mechanical properties of the fill joint

    表  1  颗粒细观参数

    Table  1.   Microscopic parameters for rock mass

    接触模量/GPa 接触刚度比 粘结半径系数 粘结模量/GPa 粘结刚度比 粘结法向强度/MPa 粘结切向强度/MPa
    30.5 2.4 1.0 25.0 2.4 30 30
    下载: 导出CSV

    表  2  各工况组内的影响因素及数值

    Table  2.   Factors influencing the simulation cases

    类别 JRC 节理充填物和完整岩样的摩擦因数比 节理充填物与完整岩样粘结力之比 充填厚度/mm
    A-1 2~4 0.30 1.0 0.4
    A-2 6~8
    A-3 10~12
    A-4 14~16
    A-5 18~20
    B-1 2~4 0.15 1.0 0.4
    B-2 0.30
    B-3 0.45
    B-4 0.60
    B-5 0.75
    C-1 2-4 0.30 0.2 0.4
    C-2 0.4
    C-3 0.6
    C-4 0.8
    C-5 1.0
    D-1 10-12 0.30 1.0 0.4
    D-2 1.4
    D-3 3.0
    D-4 4.0
    D-5 5.0
    下载: 导出CSV
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  • 收稿日期:  2016-07-15
  • 刊出日期:  2018-06-25

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