Shaking Table Model Test of Loess Tunnel

被引：0
|
作者：
Cheng, Xuan-Sheng [1 ,2 ]
Zhou, Xin-Hai [1 ,2 ]
Wang, Ping [3 ]
Chai, Shao-Feng [3 ]
Feng, Huan [4 ]
Yang, Li-Ping [5 ]
机构：
[1] Western Engineering Research Center of Disaster Mitigation in Civil Engineering of the Ministry of Education, Lanzhou University of Technology, Lanzhou,730050, China
[2] Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou,730050, China
[3] Key Laboratory of Loess Earthquake Engineering, Lanzhou Institute of Seismology, CEA, Lanzhou,730000, China
[4] School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan,430074, China
[5] Gansu Building Research Institute, Lanzhou,730050, China
来源：
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport | 2021年 / 34卷 / 06期
基金：
中国国家自然科学基金;
关键词：
Acceleration condition - Lateral acceleration - Rainfall condition - Shaking table model test - Spectral characteristics - Surrounding rock structures - Synergistic effect - Vertical accelerations;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
28
引用
收藏
页码：136 / 146
相关论文
共 50 条
  • [21] Shaking table test on seismic characteristics of trench slope of immersed tunnel
    Yu, Hai-Tao (yuhaitao@tongji.edu.cn), 1600, Chang'an University (29):
  • [22] Shaking table tests on seismic measures of a model mountain tunnel
    Xu, Hua
    Li, Tianbin
    Xia, Lei
    Zhao, John X.
    Wang, Dong
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 60 : 197 - 209
  • [23] Dynamic response characteristics and failure mode of slopes on the loess tableland using a shaking-table model test
    Zhi-jian Wu
    Duo-yin Zhao
    Ai-lan Che
    Da-wei Chen
    Chao Liang
    Landslides, 2020, 17 : 1561 - 1575
  • [24] Dynamic response characteristics and failure mode of slopes on the loess tableland using a shaking-table model test
    Wu, Zhi-jian
    Zhao, Duo-yin
    Che, Ai-Ian
    Chen, Da-Wei
    Liang, Chao
    LANDSLIDES, 2020, 17 (07) : 1561 - 1575
  • [25] Damage characteristics and evaluation analysis of tunnel crossing sliding surface model based on shaking table test
    Pai, Li Fang
    Wu, Honggang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 152
  • [26] Study of shaking table model test for seismic response of portal section of shallow unsymmetrical loading tunnel
    Li, Lin
    He, Chuan
    Geng, Ping
    Cao, Dongjie
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (12): : 2540 - 2548
  • [27] A MODEL SHAKING TABLE TEST INVESTIGATION ON AN ASSEMBLY FRAME
    Duan, Shujin
    Wang, Zhenlu
    Yu, Yan
    Hua, Qian
    SUSTAINABLE SOLUTIONS IN STRUCTURAL ENGINEERING AND CONSTRUCTION, 2014, : 133 - 138
  • [28] Shaking table test on a model of Xi'an Xiaoyan pagoda
    Qian C.
    Xu D.
    Hao W.
    Yu Y.
    Xie Q.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (22): : 67 - 75
  • [29] Shaking Table Model Test of Steel Frame Structure
    Cao Yu-sheng
    Zhao Ya-ling
    Li Jie
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 343 - 348
  • [30] Shaking table test on base isolated house model
    Iiba, M
    Midorikawa, M
    5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 1, PROCEEDINGS, 1998, : 754 - 755
12345