Response and Stability of Underground Structures in Rock Mass during Earthquakes

被引:90
|
作者
Aydan, Oemer [1 ]
Ohta, Yoshimi [1 ]
Genis, Melih [2 ]
Tokashiki, Naohiko [3 ]
Ohkubo, K. [4 ]
机构
[1] Tokai Univ, Dept Marine Civil Enginrring, Shizuoka, Japan
[2] Zonguldak Karaelmas Univ, Dept Min Engn, Zonguldak, Turkey
[3] Univ Ryukyus, Dept Civil Engn, Okinawa, Japan
[4] Nakanihon Expressway Co, Tokyo, Japan
关键词
Classification; Damage; Earthquake; Fault; Ground motions; Underground openings; TUNNEL; DAMAGE; DEFORMATION;
D O I
10.1007/s00603-010-0105-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Underground structures are well known to be earthquake resistant. However, the recent earthquakes showed that underground structures are also vulnerable to seismic damage. There may be several reasons such as high ground motions and permanent ground movements. This study attempts to describe various forms of damage to underground structures such as tunnels, caverns, natural caves and abandoned mines during major earthquakes. Results of various model tests on shaking table are also presented to show the effect of ground shaking on the response and collapse of underground structures in continuum and discontinuum. Furthermore, some empirical equations are proposed to assess the damage to underground structures, which may be useful for quick assessments of possible damage.
引用
收藏
页码:857 / 875
页数:19
相关论文
共 50 条
  • [31] Seismic response and stability of underground rock caverns: a case study of Baihetan underground cavern complex
    Cui, Zhen
    Sheng, Qian
    Leng, Xianlun
    Chen, Jian
    [J]. JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2016, 39 (01) : 26 - 39
  • [32] LATERAL RESPONSE OF UNDERGROUND PIPELINES TO EARTHQUAKES
    HAHN, GD
    SRITHARAN, S
    [J]. COMPUTERS & STRUCTURES, 1994, 53 (03) : 601 - 611
  • [33] Application and evaluation of stability analysis of large underground opening in discontinuous rock mass
    Yamashita, Y
    Andou, I
    Jiang, Y
    [J]. Contribution of Rock Mechanics to the New Century, Vols 1 and 2, 2004, : 1297 - 1300
  • [34] Effect of Fracture Heterogeneity on Rock Mass Stability in a Highly Heterogeneous Underground Roadway
    Peng Kong
    Lishuai Jiang
    Jiaming Shu
    Atsushi Sainoki
    Qingbiao Wang
    [J]. Rock Mechanics and Rock Engineering, 2019, 52 : 4547 - 4564
  • [35] Control effedt of rock mass structure on hat stability of large underground excavation
    Wang, MH
    Yan, EC
    [J]. NEW ADVANCES ON CONTAMINATED SITES AND WASTE DISPOSAL, 2004, : 197 - 202
  • [36] Effect of Fracture Heterogeneity on Rock Mass Stability in a Highly Heterogeneous Underground Roadway
    Kong, Peng
    Jiang, Lishuai
    Shu, Jiaming
    Sainoki, Atsushi
    Wang, Qingbiao
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (11) : 4547 - 4564
  • [37] Discrete element calculation of surrounding rock mass stability of underground cavern group
    Wang Tao
    Chen Xiao-ling
    Yu Li-hong
    [J]. ROCK AND SOIL MECHANICS, 2005, 26 (12) : 1936 - 1940
  • [38] Geomechanical monitoring of rock mass during underground mining of Mir Pipe
    Chaadaev, A. S.
    Zyryanov, I., V
    [J]. GEODYNAMICS AND STRESS STATE OF THE EARTH'S INTERIOR (GSSEI 2017), 2018, 134
  • [39] Effect of rock mass and discontinuity mechanical properties and delayed rock supporting on tunnel stability in an underground mine
    Xing, Yan
    Kulatilake, P. H. S. W.
    Sandbak, L. A.
    [J]. ENGINEERING GEOLOGY, 2018, 238 : 62 - 75
  • [40] Stability Analysis of Surrounding Rock of Underground Caverns Considering Contact State of Interbedded Layered Rock Mass
    Zhao, Meng
    Xiao, Ming
    Chen, Jun-Tao
    Zuo, Shuang-Ying
    [J]. Dongbei Daxue Xuebao/Journal of Northeastern University, 2022, 43 (02): : 243 - 250