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
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