Influence of high geo-stress on dynamic response analysis of mountain tunnels

被引:0
|
作者
机构
[1] Fan, Shuli
[2] Chen, Jianyun
[3] Jia, Qingwen
来源
Chen, Jianyun (eerd001@dlut.edu.cn) | 2003年 / E-Journal of Geotechnical Engineering卷 / 21期
基金
中国国家自然科学基金;
关键词
Sensitivity analysis - Uncertainty analysis - Landforms - Seismic response - Tunnels - Dynamic response;
D O I
暂无
中图分类号
学科分类号
摘要
The safety of mountain tunnels located in regions of high seismic intensity in recent earthquakes has been questioned. To sufficiently analyze the influence of high geo-stress conditions on tunnels under earthquake excitation, a series of numerical models corresponding to each condition were built based on a western tunnel project. Considering the uncertainty of the geo-stress value due to inevitable error of sampling, several work conditions corresponding to each value were computed and compared. Sensitivity analyses indicate that the horizontal geo-stresses cause shear action on the tunnel linear. If the lateral pressure coefficient of geo-stress exceeds a certain value, the tunnel linear possibly will be damaged. In addition, a geo-stress impact factor was proposed to reflect the influence of geo-stress on the dynamic response of mountain tunnel. It is found that effect of geo-stress plays an important role in the deep-buried tunnels than in shallow-buried tunnels. © 2016 ejge.
引用
收藏
相关论文
共 50 条
  • [41] Effects of geo-stress on the dynamic response of multi-physical field parameters during coal and gas outbursts under true triaxial stress
    Zhou, Bin
    Xu, Jiang
    Peng, Shoujian
    Yan, Fazhi
    Gao, Yabin
    Li, Qixian
    Cheng, Liang
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 142
  • [42] Lateral compression and energy absorption of foamed concrete-filled polyethylene circular pipe as yielding layer for high geo-stress soft rock tunnels
    Zhang, Chaoxuan
    Tan, Xianjun
    Tian, Hongming
    Chen, Weizhong
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2022, 32 (05) : 1087 - 1096
  • [43] Study on the Construction Time of Secondary Lining in Phyllite Tunnel Under High Geo-stress
    Guo X.-L.
    Tan Z.-S.
    Li L.
    Zhu Z.-G.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2020, 33 (12): : 249 - 261
  • [44] Lateral compression and energy absorption of foamed concrete-filled polyethylene circular pipe as yielding layer for high geo-stress soft rock tunnels
    Chaoxuan Zhang
    Xianjun Tan
    Hongming Tian
    Weizhong Chen
    InternationalJournalofMiningScienceandTechnology, 2022, 32 (05) : 1087 - 1096
  • [45] Application of ridge regression in the inversion analysis of the initial geo-stress field of rock masses
    Meng Wei
    He Chuan
    Chen Zi-quan
    Guo De-ping
    Zhou Zi-han
    Kou Hao
    Wu Fang-yin
    ROCK AND SOIL MECHANICS, 2021, 42 (04) : 1156 - 1169
  • [46] Technology of pressure relief and permeability enhancement with high pressure air blasting under high geo-stress
    Lü J.
    Li S.
    Zhao H.
    Qiao Y.
    Tang Z.
    Meitan Xuebao/Journal of the China Coal Society, 2019, 44 (04): : 1115 - 1128
  • [47] Optimization inversion analysis of a geo-stress field in a deep mine area: a case study
    Fu Q.
    Liu Q.-J.
    Yang K.
    Arabian Journal of Geosciences, 2021, 14 (6)
  • [48] Seismic response analysis of mountain tunnels in different depths
    Jiang, S.-P. (jiangshuping@cmhk.com), 1600, Academia Sinica (35):
  • [49] Seismic response analysis of mountain tunnels in different depths
    Jiang Shu-ping
    Fang Lin
    Lin Zhi
    ROCK AND SOIL MECHANICS, 2014, 35 (01) : 211 - +
  • [50] Water-induced variations in dynamic behavior and failure characteristics of sandstone subjected to simulated geo-stress
    Cai, Xin
    Zhou, Zilong
    Du, Xueming
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 130