Numerical simulation analysis of deformation character of the surrounding rock masses of forked tunnel concerning the influence of concealed karst caverns

被引:0
|
作者
Yong, Zhang [1 ]
Wuqi, Tong [1 ]
机构
[1] School of Civil Engineering, Central South University, Changsha, China
关键词
Deformation;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:3195 / 3208
相关论文
共 33 条
  • [21] Research on detection technology for deep tunnel surrounding rock loose circle and numerical simulation analysis
    Xu, Kun
    Wang, Zhi-Jie
    Memg, Xiang-Lei
    Sun, Chang-Sheng
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (SUPPL.2): : 464 - 470
  • [22] Discontinuous deformation analysis of super section tunnel surrounding rock stability based on joint distribution simulation
    He, Peng
    Li, Shu-cai
    Li, Li-ping
    Zhang, Qian-qing
    Xu, Fei
    Chen, Yun-juan
    COMPUTERS AND GEOTECHNICS, 2017, 91 : 218 - 229
  • [23] Numerical Simulation of Surrounding Rock Deformation and Grouting Reinforcement of Cross-Fault Tunnel under Different Excavation Methods
    Zhu, Duan
    Zhu, Zhende
    Zhang, Cong
    Dai, Lun
    Wang, Baotian
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2024, 138 (03): : 2445 - 2470
  • [24] Influence Factor Analysis of Surrounding Rock Deformation of Small-Distance Tunnel under Double Unsymmetrical Pressure Based on Orthogonal Numerical Test
    Niu Fang-yuan
    Cheng Fei
    Xie Yong-li
    ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (09): : 3055 - 3064
  • [25] Research on deformation of surrounding rock and mechanical characteristics of lining of dolomitic limestone tunnel based on field measurement and numerical analysis
    Ding, Wenqi
    Zhu, Rongqing
    Tran, Xuancuong
    GEOTECHNICS FOR SUSTAINABLE INFRASTRUCTURE DEVELOPMENT, 2020, 62 : 329 - 336
  • [26] Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using Discontinuous Deformation Analysis (DDA)
    Wu, JH
    Ohnishi, Y
    Nishiyama, S
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) : 731 - 743
  • [27] Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis
    Ding-Ping Xu
    Xiang Huang
    Shao-Jun Li
    Huai-Sheng Xu
    Shi-Li Qiu
    Hong Zheng
    Quan Jiang
    Geoscience Frontiers, 2022, 13 (02) : 192 - 205
  • [28] Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis
    Xu, Ding-Ping
    Huang, Xiang
    Li, Shao-Jun
    Xu, Huai-Sheng
    Qiu, Shi-Li
    Zheng, Hong
    Jiang, Quan
    GEOSCIENCE FRONTIERS, 2022, 13 (02)
  • [29] 3-D FLAC numerical analysis of rheological character and stability of underground caverns surrounding rock mass of Xiao Langdi Key Water Control Project
    Zhu, WS
    Liu, JH
    Li, SC
    FRACTURE AND STRENGTH OF SOLIDS VI, PTS 1 AND 2, 2006, 306-308 : 1473 - 1478
  • [30] Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis附视频
    DingPing Xu
    Xiang Huang
    ShaoJun Li
    HuaiSheng Xu
    ShiLi Qiu
    Hong Zheng
    Quan Jiang
    Geoscience Frontiers, 2022, (02) : 192 - 205