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Seismic Response of Tunnel Lining for Shallow-Bias Tunnel with a Small Clear Distance under Wenchuan Earthquake

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成果类型:
期刊论文
作者:
Yang Hui*;Jiang Xueliang;Lian Pengyuan
通讯作者:
Yang Hui
作者机构:
[Yang Hui; Lian Pengyuan; Jiang Xueliang] Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410018, Hunan, Peoples R China.
[Yang Hui; Jiang Xueliang] Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410018, Hunan, Peoples R China.
通讯机构:
[Yang Hui] C
Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410018, Hunan, Peoples R China.
Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410018, Hunan, Peoples R China.
语种:
英文
期刊:
Advances in Civil Engineering
ISSN:
1687-8086
年:
2018
卷:
2018
页码:
1-10
基金类别:
*e 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:
In order to study the internal force characteristics of shallow-bias tunnel with a small clear distance in earthquake, a large-scale shaking table slope model test was designed, and the geometric scale was 1 : 10. In the model test, the Wenchuan (WC) seismic wave was used as the excitation wave. Then, the three-dimensional numerical model was established by using MIDAS-NX, and the reliability of the numerical model was verified by comparing the acceleration of the test results. The axial force, bending moment, and shear force of the tunnel cr...

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