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Experimental study on dynamic response of rock tunnel subjected to train moving load

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成果类型:
期刊论文
作者:
Zhang, Kai;Xie, Heping;Guo, Wei;Zhou, Changtai;Hu, Guibo;...
通讯作者:
Xie, HP
作者机构:
[Hu, Guibo; Zhou, Changtai; Xie, Heping; Luo, Junhan; Zhang, Kai; Zhu, Jianbo] Shenzhen Univ, Inst Deep Earth Sci & Green Energy, Guangdong Prov Key Lab Deep Earth Sci & Geothermal, Shenzhen 518060, Peoples R China.
[Hu, Guibo; Zhou, Changtai; Luo, Junhan; Zhang, Kai; Zhu, Jianbo; Xie, Heping] Shenzhen Univ, State Key Lab Intelligent Construct & Hlth Operat, Shenzhen 518030, Peoples R China.
[Guo, Wei] Cent South Univ, Natl Engn Res Ctr High Speed Railway Construct Tec, Sch Civil Engn, Changsha 410075, Peoples R China.
[Qiu, Jiadong] Univ South China, Sch Civil Engn, Hengyang 421001, Peoples R China.
通讯机构:
[Xie, HP ] S
Shenzhen Univ, Inst Deep Earth Sci & Green Energy, Guangdong Prov Key Lab Deep Earth Sci & Geothermal, Shenzhen 518060, Peoples R China.
语种:
英文
关键词:
Tunnel;Train moving load;Physical model experiment;Peak particle velocity;Vibration dominant frequency
期刊:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources
ISSN:
2363-8419
年:
2023
卷:
9
期:
1
页码:
1-18
基金类别:
This work was founded by the National Key Research and Development Program of China (No. 2022YFC3004602), the Program for Guangdong Introducing Innovative and Entrepreneurial Teams (No. 2019ZT08G315), the National Natural Science Foundation of China (No. 52325404; 52274089), and the Shenzhen Science and Technology Program (No. JCYJ20210324093402006; No. JCYJ20220531101408020).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The tunnels might be suffered from damage and destruction under the dynamic loads generated by trains moving on the upper railways, which can in turn threaten the safety of the railways. Understanding the dynamic response of tunnel under the train moving load is of significance for maintaining the operation safety of both the tunnel and upper railway. However, there is currently a lack of relevant research on this topic, especially regarding model experiments. To address this gap, this paper conducts physical model experiments on the train-rail-bridge-shaking table test system to investigate t...

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