Using Surface Waves for Monitoring Rock Mass Condition around Underground Openings and Structures

被引:0
|
作者
Kurlenya, M. V. [1 ]
Skazka, V. V. [1 ,2 ,3 ]
Azarov, A. V. [1 ]
Serdyukov, A. S. [1 ,4 ]
Patutin, A. V. [1 ]
机构
[1] Russian Acad Sci, Chinakal Inst Min, Siberian Branch, Novosibirsk 630091, Russia
[2] Sobolev Inst Math, Novosibirsk 630090, Russia
[3] Novosibirsk State Univ, Novosibirsk 630090, Russia
[4] Russian Acad Sci, Trofimuk Inst Petr Geol & Geophys, Siberian Branch, Novosibirsk 630090, Russia
关键词
seismic monitoring; underground structures; tunnels; surface waves; rock behavior control; phase characteristics of surface waves; TUNNEL FACE; PROPAGATION;
D O I
10.1134/S1062739122060011
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
The authors discuss applicability of phase characteristics of surface waves in monitoring of underground openings and tunnels. The mathematical model of surface wave propagation along extended cavities is presented. The properties of the numerical solutions obtained using the model are analyzed, including the amplitude and frequency characteristics, and the phase and group velocities of the waves. It is possible to recover elastic properties of a medium using the dispersion curves of the phase velocities. The data of numerical modeling of surface wave propagation along cavities of different geometry using the method of finite spectral elements are presented. The calculated results of the axisymmetrical and three-dimensional problems of surface wave propagation along cavities are studied.
引用
收藏
页码:875 / 885
页数:11
相关论文
共 50 条
  • [41] Response and Stability of Underground Structures in Rock Mass during Earthquakes
    Aydan, Oemer
    Ohta, Yoshimi
    Genis, Melih
    Tokashiki, Naohiko
    Ohkubo, K.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2010, 43 (06) : 857 - 875
  • [42] Effect of thermal hysteresis on rock mass around openings for storage of low temperature materials
    Inada, Y
    Kinoshita, N
    Shimogochi, T
    Kohmura, Y
    Matsuo, T
    [J]. ENVIRONMENTAL AND SAFETY CONCERNS IN UNDERGROUND CONSTRUCTION, VOLS, 1 AND 2, 1997, : 61 - 66
  • [43] Static and dynamic analysis of underground structures in jointed rock mass
    Mahajan, R.
    Ramana, G. V.
    [J]. ROCK MECHANICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2010, : 471 - 474
  • [44] Response and Stability of Underground Structures in Rock Mass during Earthquakes
    Ömer Aydan
    Yoshimi Ohta
    Melih Geniş
    Naohiko Tokashiki
    K. Ohkubo
    [J]. Rock Mechanics and Rock Engineering, 2010, 43 : 857 - 875
  • [45] Regression model for predicting tunnel strain in strain-softening rock mass for underground openings
    Cui, Lan
    Sheng, Qian
    Zheng, Jun-jie
    Cui, Zhen
    Wang, An
    Shen, Qiang
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 119 : 81 - 97
  • [46] A 3-D block deformation analysis for JY underground openings in jointed rock mass
    Li, N
    Chen, FX
    Han, X
    Cui, ZQ
    [J]. COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 4, 1998, : 2537 - 2540
  • [47] The effects of hydro-mechanical coupling in fractured rock mass on groundwater inflow into underground openings
    Wang, Zhechao
    Bi, Liping
    Kwon, Sangki
    Qiao, Liping
    Li, Wei
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 103
  • [48] Constitutive representation and damage degree index for the layered rock mass excavation response in underground openings
    Xu, Ding-Ping
    Feng, Xia-Ting
    Chen, Dong-Fang
    Zhang, Chuan-Qing
    Fan, Qi-Xiang
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 64 : 133 - 145
  • [49] 2-D and 3-D analyses of underground openings in an inhomogeneous rock mass
    Ahmadi, M.
    Goshtasbi, K.
    Ashjari, R.
    [J]. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING, 2008, 32 (B2): : 161 - 166
  • [50] Modelling the effect of ice swelling in the rock mass around an LNG underground storage cavern using FRACOD
    Shen, Baotang
    Jung, Yong-Bok
    Park, Eui-Seob
    Kim, Taek-Kon
    [J]. GEOSYSTEM ENGINEERING, 2015, 18 (04) : 181 - 198