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非共面双裂隙层状岩石破坏特征及工程应用

王俊 林国进 唐协 徐国文 唐锐

王俊, 林国进, 唐协, 徐国文, 唐锐. 非共面双裂隙层状岩石破坏特征及工程应用[J]. 西南交通大学学报, 2020, 55(4): 719-725, 732. doi: 10.3969/j.issn.0258-2724.20180044
引用本文: 王俊, 林国进, 唐协, 徐国文, 唐锐. 非共面双裂隙层状岩石破坏特征及工程应用[J]. 西南交通大学学报, 2020, 55(4): 719-725, 732. doi: 10.3969/j.issn.0258-2724.20180044
WANG Jun, LIN Guojin, TANG Xie, XU Guowen, TANG Rui. Failure Characteristics and Engineering Application of Layered Rock with Two Pre-existing Non-coplanar Fissures[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 719-725, 732. doi: 10.3969/j.issn.0258-2724.20180044
Citation: WANG Jun, LIN Guojin, TANG Xie, XU Guowen, TANG Rui. Failure Characteristics and Engineering Application of Layered Rock with Two Pre-existing Non-coplanar Fissures[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 719-725, 732. doi: 10.3969/j.issn.0258-2724.20180044

非共面双裂隙层状岩石破坏特征及工程应用

doi: 10.3969/j.issn.0258-2724.20180044
基金项目: 国家重点研发计划(2016YFC0802210)
详细信息
    作者简介:

    王俊(1987—),男,工程师,研究方向为隧道与地下工程设计,E-mail:luckywangjun@126.com

    通讯作者:

    唐协(1982—),男,高级工程师,研究方向为公路隧道勘察设计,E-mail:22282206@qq.com

Failure Characteristics and Engineering Application of Layered Rock with Two Pre-existing Non-coplanar Fissures

  • 摘要: 为了研究层状岩石在预存裂隙作用下的破坏机理,基于颗粒离散元理论,构建能反映岩石各向异性特征的数值模型. 基于该模型,系统研究了含非共面双裂隙层状岩石在单轴压缩条件下裂纹的产生与演化规律,并揭示了双裂隙层状围岩中隧道开挖后岩体的破坏模式. 研究结果表明:存在预制裂隙的岩石,其抗压强度值小于相同条件下的完整岩石,但岩石强度与层理面倾斜角度的关系曲线仍呈U形分布;竖向加载时,试样的破坏形态同层理面倾斜角度(β)与预制裂隙倾斜角度(α)间相对大小有关. 当β < α时,岩石的破坏受预制裂隙控制;当β > α时,岩石的破坏可分为预制裂隙与层理面共同控制与层理面控制两类;隧道围岩的细观破坏模式也与βα的相对大小有关,但破坏区域均集中在洞周两侧垂直于层理面的一定范围内.

     

  • 图 1  数值计算模型

    Figure 1.  Numerical model

    图 2  不同裂隙几何参数对应的抗压强度值

    Figure 2.  Influence of geometry of pre-existing fissures on rock strength

    图 3  单轴试验中应力、裂纹与应变关系裂纹扩展过程

    Figure 3.  Relationship between stress,crack and strain in uniaxial test

    图 4  裂纹扩展过程

    Figure 4.  Propagation process of cracks

    图 5  预制裂隙周边应力场演化特征

    Figure 5.  Evolutional feature of stress field around pre-existing fissures

    图 6  数值模型(单位:m)

    Figure 6.  Numerical model (unit: m)

    图 7  围岩破坏过程

    Figure 7.  Cracking propagation process of surrounding rock

    图 8  层理面方向对围岩破坏模式的影响

    Figure 8.  Fracture patterns for different β

    图 9  地应力场对围岩破坏模式的影响

    Figure 9.  Fracture patterns for different geo-stress fields

    表  1  PBM模型微观参数

    Table  1.   Micro-parameters of the parallel bond model

    颗粒最小半径/
    mm
    最大最小半径比颗粒密度/
    (kg•m3
    颗粒间摩擦系数颗粒弹性体模量/
    GPa
    颗粒法向-切向刚度比
    0.21.662 7300.2383.3
    平行黏结系数平行黏结弹性模
    量/GPa
    平行黏结法向-切向刚度比平行黏结法向强度/
    MPa
    平行黏结切向强度/
    MPa
    1363.365 ± 15120 ± 30
    下载: 导出CSV

    表  2  SJM模型微观参数

    Table  2.   Micro-parameters of the smooth joint model

    法向刚度/
    (GPa•m−1
    切向刚度/
    (GPa•m−1
    摩擦系数剪胀角/(°)
    37008600.40
    黏结法向强度/MPa黏结黏聚
    力/MPa
    黏结摩
    擦角/(°)
    3.52014
    下载: 导出CSV

    表  3  试样破裂模式

    Table  3.   Fracture patterns

    层理方
    向/(°)
    裂隙参数(裂缝间距-搭接长度)/mm
    a-aa-0a-aa-2a2a-a2a-02a-a2a-2a
    0
    30
    60
    90
    下载: 导出CSV

    表  4  有限差分模型参数

    Table  4.   Parameters of the finite difference model

    密度/
    (kg•m3
    平行于层面方向的弹性模量 E0/GPa垂直于层面方向的弹性模 E90/GPa平行于层面方向泊松比 ν0垂直于层面方向泊松比 ν90
    2 600 39.3 19.0 0.18 0.20
    下载: 导出CSV
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出版历程
  • 收稿日期:  2018-01-16
  • 修回日期:  2018-08-31
  • 网络出版日期:  2019-01-10
  • 刊出日期:  2020-08-01

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