Tunnel face advancing on development of stress and microfracture around excavation

被引：0
|
作者：
Liu, Lipeng [1 ]
Wang, Xiaogang [1 ]
Jia, Zhixin [1 ]
Duan, Qingwei [1 ]
Jia, Long [2 ]
机构：
[1] Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China
[2] Institute of Karst Geology, Chinese Academy of Geological Sciences, Guilin 541004, China
来源：
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2013年 / 44卷 / 02期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：764 / 771
相关论文
共 50 条
  • [1] Development of Measurement System of Seismic Wave Generated by the Excavation Blasting for Evaluating Geological Condition Around Tunnel Face
    Nakaya, Masashi
    Onuma, Kazuhiro
    Yamamoto, Hiroyuki
    Utsuki, Shinji
    Niitsuma, Hiroaki
    ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 6: APPLIED GEOLOGY FOR MAJOR ENGINEERING PROJECTS, 2015, : 1031 - 1034
  • [2] Stress path analysis of advancing tunnel with supports installed close to face
    Shashank Sharma
    I. L. Muthreja
    R. R. Yerpude
    Bulletin of Engineering Geology and the Environment, 2021, 80 : 6221 - 6244
  • [3] Stress path analysis of advancing tunnel with supports installed close to face
    Sharma, Shashank
    Muthreja, I. L.
    Yerpude, R. R.
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (08) : 6221 - 6244
  • [4] Effect of Overburden Depth and Stress Anisotropy on a Ground Reaction Caused by Advancing Excavation of a Circular Tunnel
    Lee, Yu-Lin
    Zhu, Ming-Long
    Ma, Chi-Huang
    Chen, Chih-Sheng
    Lee, Chi-Min
    MATHEMATICS, 2023, 11 (01)
  • [5] Stability of the excavation face on a shield tunnel crossing beneath an existing tunnel
    Xue, Fei
    Zhang, Mengxi
    GEOTECHNICAL RESEARCH, 2020, 7 (02) : 96 - 102
  • [6] Explicit Analysis for the Ground Response Behavior Due to the Advancing Excavation of Tunnel Under Anisotropy Stress Field
    Lee, Y. L.
    Xin, Y. X.
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: TUNNELLING AND UNDERGROUND CONSTRUCTION, 2018, : 54 - 62
  • [7] Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face
    Eberhardt, E
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (04) : 499 - 518
  • [8] Development of a non-contact survey method of tunnel excavation face for DEM modelling
    Ferrero, A. M.
    Forlani, G. F.
    Migliazza, R.
    Roncella, R.
    HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 381 - 386
  • [9] Hydraulic conductivity change around tunnel due to excavation
    Kobayashi, A
    Nishida, M
    Hosono, K
    Fujita, T
    MODERN TUNNELING SCIENCE AND TECHNOLOGY, VOLS I AND II, 2001, : 127 - 132
  • [10] Principles of grain-mechanics around tunnel excavation
    Martak, L
    Borowicka, H
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 1931 - 1938
12345