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Comparative Analysis of Dynamic Responses of Different Rock Tunnel Slopes

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成果类型:
期刊论文
作者:
Niu, Jiayong;Jiang, Xueliang;Wang, Feifei;Yang, Hui
通讯作者:
Jiang, Xueliang(15675101471@163.com)
作者机构:
[Niu, Jiayong; Jiang, Xueliang; Yang, Hui] School of Civil Engineering, Central South University of Forestry and Technology, Changsha
410004, China
Department of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu
610031, China
[Wang, Feifei] Changsha Institute of Mining Research Co., Ltd, Changsha
通讯机构:
[Xueliang Jiang] S
School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China
语种:
英文
关键词:
Dynamic response;Earthquake;Numerical analysis;Rock tunnel slope;Shaking table test
期刊:
Geotechnical and Geological Engineering
ISSN:
0960-3182
年:
2020
卷:
38
期:
2
页码:
1409-1430
基金类别:
The research project was financially supported by the National Natural Science Foundation of China (Nos. 51204215, 51404309, 31971727), the Natural Science Foundation of Hunan (No. 2018JJ3882) and Science and Technology Project of Emergency Management in Hunan Province, China. Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Large-scale shaking table tests and numerical simulations are performed to analyze the commonality and difference of the seismic responses between two rock tunnel slopes. One is a slope with a single tunnel, the other is a slope with small spacing tunnel, and both have the same slope size and tunnel size. Two recorded ground motions with different amplitudes are applied in three directions. The results show that the acceleration amplification effect of two slopes both presents obvious nonlinear characteristics along the height of slope. The acc...

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