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WANG Yongyi, GONG Bin, TANG Chun'an. NUMERICAL SIMULATION OF FRACTURE MECHANISM OF COLUMNAR JOINTED BASALTS WITH DIFFERENT SHAPES UNDER COMPRESSION1)[J]. MECHANICS IN ENGINEERING, 2022, 44(1): 88-99. DOI: 10.6052/1000-0879-21-230
Citation: WANG Yongyi, GONG Bin, TANG Chun'an. NUMERICAL SIMULATION OF FRACTURE MECHANISM OF COLUMNAR JOINTED BASALTS WITH DIFFERENT SHAPES UNDER COMPRESSION1)[J]. MECHANICS IN ENGINEERING, 2022, 44(1): 88-99. DOI: 10.6052/1000-0879-21-230

NUMERICAL SIMULATION OF FRACTURE MECHANISM OF COLUMNAR JOINTED BASALTS WITH DIFFERENT SHAPES UNDER COMPRESSION1)

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  • Corresponding author:

    WANG Yongyi

    GONG Bin

  • Received Date: June 09, 2021
  • Revised Date: July 28, 2021
  • Published Date: February 07, 2022
  • The strengths and deformations of columnar jointed basalts (CJBs) with different shapes are different under compression, and the fracture mechanisms and failure patterns are also different. In this paper, the images of CJBs with different shapes are constructed. Then, by combining meso-damage mechanics, statistical strength theory and continuum mechanics, the images of CJBs are transformed into finite element mesh models based on RFPA3D-CT digital image processing, and mechanical parameters of joints and rock materials are assigned respectively, in which the heterogeneity of joints and rock is considered. Further, numerical tests of CJBs under different lateral pressures are carried out to study their strength and deformation characteristics, fracture mechanisms and failure patterns. The results show that for the case under the lateral pressure of 0~MPa, the compressive strength of CJBs (with dimensions of 1.5~m×3~m, 3~m×3~m and 6~m×3~m) generally exhibits U-shaped distribution with the increase of column dip angle; under the lateral pressure of 6~MPa, the compressive strength generally exhibits V-shaped distribution with the increase of column dip angle. For CJBs with dimensions of 1.5~m×3~m and 6~m×3~m, and column dip angles of β=15 and β=45, the fracture mechanisms and failure patterns under different lateral pressures are studied. The whole processes of stress concentration, crack initiation, propagation, fracture strip zone formation and acoustic emission characteristics are analyzed.
  • [1]
    黄巍, 肖维民, 田梦婷 等. 不规则柱状节理岩体力学特性模型试验研究. 岩土力学, 2020, 41(7): 2349-2359

    Huang Wei, Xiao Weimin, Tian Mengting, et al. Model test research on the mechanical properties of irregular. Rock and Soil Mechanics, 2020, 41(7): 2349-2359 (in Chinese)
    [2]
    肖维民, 邓荣贵, 付小敏 等. 模拟柱状节理岩体常规三轴压缩下变形和强度特性试验研究. 岩石力学与工程学报, 2015, 34(S1): 2817-2826

    Xiao Weimin, Deng Ronggui, Fu Xiaomin, et al. Experimental study of deformation and strength properties of simulated columnar jointed rock masses under conventional triaxial compression. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(S1): 2817-2826 (in Chinese)
    [3]
    江权, 冯夏庭, 樊义林 等. 柱状节理玄武岩各向异性特性的调查与试验研究. 岩石力学与工程学报, 2013, 32(12): 2527-2535

    Jiang Quan, Feng Xiating, Fan Yilin, et al. Survey and laboratory study of anisotropic properties for columnar jointed basaltic rock mass. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2527-2535 (in Chinese)
    [4]
    Xiao YX, Feng XT, Chen BR, et al. Excavation-induced microseismicity in the columnar jointed basalt of an underground hydropower station. International Journal of Rock Mechanics and Mining Sciences, 2017, 97: 99-109
    DOI     URL     doi: 10.1016/j.ijrmms.2017.04.012
    [5]
    Xia YJ, Zhang CQ, Zhou H, et al. Structural characteristics of columnar jointed basalt in drainage tunnel of Baihetan hydropower station and its influence on the behavior of P-wave anisotropy. Engineering Geology, 2020, 264: 105304
    DOI     URL     doi: 10.1016/j.enggeo.2019.105304
    [6]
    Ji H, Zhang JC, Xu WY, et al. Experimental investigation of the anisotropic mechanical properties of a columnar jointed rock mass: observations from laboratory-based physical modelling. Rock Mechanics and Rock Engineering, 2017, 50: 1919-1931
    DOI     URL     doi: 10.1007/s00603-017-1192-4
    [7]
    柯志强, 王环玲, 徐卫亚 等. 含横向节理的柱状节理岩体力学特性试验研究. 岩土力学, 2019, 40(2): 660-667

    Ke Zhiqiang, Wang Huanling, Xu Weiya, et al. Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints. Rock and Soil Mechanics, 2019, 40(2): 660-667 (in Chinese)
    [8]
    肖维民, 邓荣贵, 付小敏 等. 单轴压缩条件下柱状节理岩体变形和强度各向异性模型试验研究. 岩石力学与工程学报, 2014, 33(5): 957-963

    Xiao Weimin, Deng Ronggui, Fu Xiaomin, et al. Model experiments on deformation and strength anisotropy of columnar jointed rock masses under uniaxial compression. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(5): 957-963 (in Chinese)
    [9]
    Xia YJ, Zhang CQ, Zhou H, et al. Mechanical behavior of structurally reconstructed irregular columnar jointed rock mass using 3D printing. Engineering Geology, 2020, 268: 105509
    DOI     URL     doi: 10.1016/j.enggeo.2020.105509
    [10]
    闫东旭, 徐卫亚, 王伟 等. 柱状节理岩体宏观等效弹性模量尺寸效应研究. 岩土工程学报, 2012, 34(2): 243-250

    Yan Dongxu, Xu Weiya, Wang Wei, et al. Research of size effect on equivalent elastic modulus of columnar jointed rock mass. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 243-250 (in Chinese)
    [11]
    郑文棠, 徐卫亚, 宁宇 等. 节理玄武岩体变形模量的尺寸效应和各向异性. 工程地质学报, 2010, 18(4): 559-565

    Zheng Wentang, Xu Weiya, Ning Yu, et al. Scale effect and anisotropy of deformation modulus of closely jointed basaltic mass. Journal of Engineering Geology, 2010, 18(4): 559-565 (in Chinese)
    [12]
    崔臻, 魏倩, 侯靖 等. 基于节理网络有限元的柱状节理岩体等效变形模量结构效应研究. 岩土力学, 2016, 37(10): 2921-2928, 2936

    Cui Zhen, Wei Qian, Hou Jing, et al. Structural effect on equivalent modulus of deformation of columnar jointed rock mass with jointed finite element method. Rock and Soil Mechanics, 2016, 37(10): 2921-2928, 2936 (in Chinese)
    [13]
    郎颖娴. 基于CT数字图像的三维岩石细观孔隙模型与数值试验. [硕士论文]. 大连: 大连理工大学, 2018

    Lang Yingxian. Numerical tests of three-dimensional microscopic model of porous rock based on CT digital image processing. [Master Thesis]. Dalian: Dalian University of Technology, 2018 (in Chinese)
    [14]
    郎颖娴, 梁正召, 段东 等. 基于CT试验的岩石细观孔隙模型重构与并行模拟. 岩土力学, 2019, 40(3): 1204-1212

    Lang Yingxian, Liang Zhengzhao, Duan Dong, et al. Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing. Rock and Soil Mechanics, 2019, 40(3): 1204-1212 (in Chinese)
    [15]
    于庆磊, 杨天鸿, 唐世斌 等. 基于CT的准脆性材料三维结构重建及应用研究. 工程力学, 2015, 32(11): 51-62, 114

    Yu Qinglei, Yang Tianhong, Tang Shibin, et al. The 3D reconstruction method for quasi-brittle material structure and application. Engineering Machanics, 2015, 32(11): 51-62, 114 (in Chinese)
    [16]
    梁正召. 三维条件下的岩石破裂过程分析及其数值试验方法研究. [博士论文]. 沈阳: 东北大学, 2005

    Liang Zhengzhao. Three-dimentional failure process analysis of rock and associated numerical tests. [PhD Thesis]. Shenyang: Northeastern University, 2005 (in Chinese)
    [17]
    牛运玖, 叶海旺, 李宁 等. 基于数字图像的不同倾角节理灰岩破裂模式及细观尺度破裂过程研究. 力学与实践, 2021, 43(1): 38-45

    Niu Yunjiu, Ye Haiwang, Li Ning, et al. Failure mode and mesoscale failure process of joint limestone with different dip angles based on digital image. Mechanics in Engineering, 2021, 43(1): 38-45 (in Chinese)
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