Effect of longitudinal joints on seismic response of the large shield tunnel in liquefiable soils

被引：0
|
作者：
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China [1 ]
机构：
来源：
J. Vibroeng. | / 4卷 / 1945-1960期
关键词：
Concrete interface - Direct shear test - High strength concretes - Liquefiable soil - Longitudinal joint - Monotonic and cyclic loading - Normal behavior - Shear behaviour - Shield tunnel - Strong earthquakes;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [1] Effect of longitudinal joints on seismic response of the large shield tunnel in liquefiable soils
    Zhao, Wu-Sheng
    Chen, Wei-Zhong
    Yang, Dian-Sen
    JOURNAL OF VIBROENGINEERING, 2015, 17 (04) : 1945 - 1960
  • [2] Seismic response characteristics of shield tunnel structures in liquefiable soils
    Shen, Yiyao
    El Naggar, M. Hesham
    Zhang, Dong-Mei
    Li, Liyun
    Du, Xiuli
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2024, 182
  • [3] Study on seismic response of large shield tunnel in submarine liquefiable strata
    Tunnel and Underground Engineering Research Center, Beijing Jiaotong University, Beijing 100044, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2007, SUPPL. 2 (3609-3615):
  • [4] Longitudinal Seismic Response of Large Sectional Shield Tunnel
    Shao, Runmeng
    Zhao, Boming
    ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 313 - 319
  • [5] Seismic response analysis of shield tunnels in liquefiable soils
    Zhu T.
    Wang R.
    Zhang J.-M.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 : 57 - 60
  • [6] The longitudinal seismic response of shield tunnel
    Zhao, Boming
    Su, Yan
    Zhongguo Tiedao Kexue/China Railway Science, 2009, 30 (05): : 59 - 64
  • [7] Seismic response of shield tunnel structure embedded in soil deposit with liquefiable interlayer
    Shen, Yiyao
    Zhong, Zilan
    Li, Liyun
    Du, Xiuli
    El Naggar, M. Hesham
    COMPUTERS AND GEOTECHNICS, 2022, 152
  • [8] Study on the mechanism of EPWP dissipation at the joints of shield tunnel in liquefiable strata during seismic events
    Shen, Jun
    Bao, Xiaohua
    Li, Junhong
    Chen, Xiangsheng
    Cui, Hongzhi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2025, 188
  • [9] Force Characteristics of Longitudinal Joints of Shield Tunnel under Seismic Action
    Geng P.
    Wang Q.
    Guo X.
    He C.
    Lu S.
    Xiao M.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2020, 55 (04): : 704 - 712
  • [10] Seismic response of soil-shield tunnel systems in sandwiched liquefiable soil deposits
    Shen, Yiyao
    Zhong, Zilan
    Li, Liyun
    Du, Xiuli
    El Naggar, M. Hesham
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 140
12345