A new method for detecting karst and groundwater by 3D seismic wave: case study of the karst tunnel in Zhangjihuai Railway, China

被引:0
|
作者
Guochong Lou
Yang Song
Lingcong Man
Zhitao Sun
机构
[1] Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University),School of Civil Engineering
[2] Ministry of Education,undefined
[3] Shijiazhuang Tiedao University,undefined
关键词
Seismic wave; Karst; Groundwater; Stress response; Field study;
D O I
暂无
中图分类号
学科分类号
摘要
Karst and groundwater are major geological disasters that can easily occur during tunnel construction. How to accurately predict and detect the groundwater and caves during tunnel construction in karst strata is a very challenging problem. In this regard, there are few effective detection methods in the literature. Based on the theory of seismic wave propagation dynamics, we proposed a new method to evaluate the seismic wave stress response of the reflection interface in order to detect the existence of karst in the Zhangjihuai railway tunnel. The stress gradient characterizing the pore state formula of rock mass was obtained, and the relationship between the stress gradient and the evaluation value of groundwater was established based on the two-phase media wave and fluid mechanics theories. A 3D seismic wave field observation system and detection method suitable for the tunnel construction environment was proposed and a field study was carried out. The test results verified the effectiveness of the new method in detecting karst and groundwater, and a hydrogeological identification method for karst cave was proposed. The characteristics of the water-free cavity were dσ\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\mathrm{d}}\sigma$$\end{document} ≥10 and ν\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\upnu$$\end{document}<20%, and the characteristics of water-filled cavity were dσ\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\mathrm{d}}\sigma$$\end{document} ≥ 10 and ν\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\upnu$$\end{document} > 40%.
引用
收藏
相关论文
共 50 条
  • [1] A new method for detecting karst and groundwater by 3D seismic wave: case study of the karst tunnel in Zhangjihuai Railway, China
    Lou, Guochong
    Song, Yang
    Man, Lingcong
    Sun, Zhitao
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (12)
  • [2] The Study of Seismic Imaging Method in Detecting Hidden Karst at the Bottom of Tunnel
    Wang, Shudong
    Mu, Yuancun
    Gao, Shuquan
    Li, Xing
    Liu, Zufu
    Liu, Xin
    Chang, Juyou
    Journal of Railway Engineering Society, 2024, 41 (10) : 52 - 56
  • [3] Assessment of a Concealed Karst Cave's Influence on Karst Tunnel Stability: A Case Study of the Huaguoshan Tunnel, China
    Huang, Xin
    Li, Shucai
    Xu, Zhenhao
    Guo, Ming
    Chen, Yucheng
    SUSTAINABILITY, 2018, 10 (07)
  • [4] Study on Karst Development Characteristics and Railway Route Selection of New Fangdoushan Tunnel
    Xu, Xueyuan
    Gao, Nan
    Wei, Changxin
    Journal of Railway Engineering Society, 2023, 40 (10) : 40 - 44
  • [5] A new method and application of groundwater prediction along the direction of tunnel excavation in karst strata
    Lou, Guochong
    Yang, Song
    Man, Lingcong
    Sun, Zhitao
    AQUA-WATER INFRASTRUCTURE ECOSYSTEMS AND SOCIETY, 2023, 72 (09) : 1681 - 1696
  • [6] Pretreatment for Tunnel Karst Cave during Excavation: A Case Study of Guangxi, China
    Li, Junjie
    Chen, Qiunan
    Huang, Xiaocheng
    Zou, Gen
    Deng, Jiazheng
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [7] New 3D failure analysis of water-filled karst cave beneath deep tunnel
    Zhang, R.
    Yang, X. L.
    GEOMECHANICS AND ENGINEERING, 2019, 18 (01) : 1 - 9
  • [8] Proposed APLIE method for groundwater vulnerability assessment in karst-phreatic aquifer, Shandong Province, China: a case study
    Guo, Yongli
    Zhai, Yuanzheng
    Wu, Qing
    Teng, Yanguo
    Jiang, Guanghui
    Wang, Jinsheng
    Guo, Fang
    Tang, Qingjia
    Liu, Shaohua
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (02) : 1 - 14
  • [9] Predicting and 3D modeling of karst zones using seismic facies analysis in Ordovician carbonates of the Tahe oilfield, China
    Mendez, Jose N.
    Jin, Qiang
    Gonzalez, Maria
    Wei Hehua
    Boateng, Cyril D.
    INTERPRETATION-A JOURNAL OF SUBSURFACE CHARACTERIZATION, 2020, 8 (02): : T293 - T307
  • [10] Investigation of karst collapse based on 3-D seismic technique and DDA method at Xieqiao coal mine, China
    Zuo, Jian-Ping
    Peng, Su-Ping
    Li, Yong-Jun
    Chen, Zhong-Hui
    Xie, He-Ping
    INTERNATIONAL JOURNAL OF COAL GEOLOGY, 2009, 78 (04) : 276 - 287