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Seismic Response Characteristics of a Rock Slope with Small Spacing Tunnel Using a Large-Scale Shaking Table

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成果类型:
期刊论文
作者:
Niu, Jiayong;Jiang, Xueliang;Yang, Hui;Wang, Feifei
通讯作者:
Jiang, Xueliang(15675101471@163.com)
作者机构:
[Niu, Jiayong; Jiang, Xueliang; Yang, Hui; Wang, Feifei] School of Civil Engineering, Central South University of Forestry and Technology, Changsha
410004, China
[Niu, Jiayong; Jiang, Xueliang; Yang, Hui; Wang, Feifei] 410004, China
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 characteristic;Rock slope;Seismic response;Shaking table test;Small spacing tunnel
期刊:
Geotechnical and Geological Engineering
ISSN:
0960-3182
年:
2018
卷:
36
期:
4
页码:
2707-2723
基金类别:
The authors are grateful for financial support from the National Natural Science Foundation (NNSF) of China through Grant Nos. 51204215 and 51404309.
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:
To study the seismic response characteristics of a rock slope with small spacing tunnel, a large-scale shaking table test was performed on a 1:10 geometric scale rock slope. Three types of seismic wave (i.e., Wenchuan seismic wave, Darui synthetic seismic wave and Kobe seismic wave) with different amplitudes were used as excitation waves to study the dynamic characteristics of the horizontal and vertical acceleration responses and the horizontal displacement response of the rock slope model. The results show that the rock slope has an inhibitor...

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