Numerical Analysis of Effect of Water on Explosive Wave Propagation in Tunnels and Surrounding Rock

被引:3
|
作者
XIA Chang-jing
机构
基金
中国国家自然科学基金;
关键词
explosive wave; numerical simulation; concrete slab; damage evolution;
D O I
暂无
中图分类号
O381 [爆震(爆轰)理论];
学科分类号
摘要
Based on the application of practical engineering,propagation processes of explosive waves in rock with water well and tunnel are simulated by ANSYS/LS-DYNA software. The evolution of damage in rock is presented. The effect of water on the damage of the concrete slab in a tunnel is compared with damage inflicted without water. The numerical simulation illustrates that water plays an important role in the evolution of damage of the concrete slab in a mine tunnel. In the presence of water in the rock the concrete slab is damaged more severely than without water in rock. The effect of water location in the rock is also considered. It is found that the concrete slab in the tunnel shows various degrees of damage as a function of the different locations of water. Attenuation laws of stress waves over time-space in rock with water are also obtained. Numerical results indicate that,under blast loading,there are three zones in the rock: a crushed zone nearby the explosive charge,a damaged zone and an elastic zone. The conclusions of numerical analysis may provide references for blasting designs and structure protection.
引用
收藏
页码:368 / 371
页数:4
相关论文
共 50 条
  • [31] Elastoplastic Analysis On Circular Tunnels Surrounding Rock Under Asymmetry Load
    Zhou, Yu
    Lu, Aizhong
    Kuang, Lin
    CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 1098 - 1101
  • [32] Dynamic and static analysis of mechanism of loosen zone in surrounding rock of tunnels
    Chen, Jian-Gong
    He, Hu
    Zhang, Yong-Xing
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2011, 33 (12): : 1964 - 1968
  • [33] Quantitative analysis of rockburst in the surrounding rock masses around deep tunnels
    Zhao, Yi
    Bi, Jing
    Zhou, Xiao-Ping
    ENGINEERING GEOLOGY, 2020, 273
  • [34] Numerical modelling and field observations on the failure mechanisms of deep tunnels in layered surrounding rock
    Lu, Song
    Sun, Zhenyu
    Zhang, Dingli
    Liu, Chang
    Wang, Jiachen
    Huangfu, Nanqi
    ENGINEERING FAILURE ANALYSIS, 2023, 153
  • [35] Brittle failure of surrounding rock mass in deep test tunnels and its numerical simulation
    Zhang, Chuanqing
    Feng, Xiating
    Zhou, Hui
    Zhang, Chunsheng
    Wu, Shiyong
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (10): : 2063 - 2068
  • [36] Dynamical Analysis and Numerical Computation of Shallow Water Wave Propagation
    1600, Northwestern Polytechnical University (35):
  • [37] Analysis of the impact of uneven permeability of surrounding rock caused by the coupling effect of ground stresses and fault structure on sudden water inrush in tunnels
    An, Pengtao
    Fan, Lin
    Wen, Haixin
    Fu, Helin
    QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2024, 57 (03)
  • [38] Numerical analysis of blast wave propagation in rock mass containing weak interlayer
    Tian, Zhen-Nong
    Zhang, Le-Wen
    Shenyang Gongye Daxue Xuebao/Journal of Shenyang University of Technology, 2010, 32 (03): : 349 - 354
  • [39] A review of numerical analysis of tunnels in discontinuous rock masses
    Kawamoto, T
    Aydan, Ö
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1999, 23 (13) : 1377 - 1391
  • [40] Numerical calculation of time effect deformations of tunnel surrounding rock in terms of water degradation
    Huang Ming
    Liu Xin-rong
    Deng Tao
    ROCK AND SOIL MECHANICS, 2012, 33 (06) : 1876 - 1882