Dynamic Characteristics of Metro Tunnel Closely Parallel to a Ground Fissure
Shaking table model test and numerical simulation model were conducted on scaled tunnel model to investigate the mechanism and effect of seismic loadings on metro tunnel which is closely parallel to an active ground fissure. Key technical details of the experimental test were set up; for example, si...
Saved in:
Main Authors: | Nina Liu, Quanzhong Lu, Xiaoyang Feng, Wen Fan, Jianbing Peng, Weiliang Liu, Xin Kang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Complexity |
Online Access: | http://dx.doi.org/10.1155/2019/6450853 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Physical Modeling and Numerical Simulation of the Seismic Responses of Metro Tunnel near Active Ground Fissures
by: Nina Liu, et al.
Published: (2019-01-01) -
Risk Assessment of an Existing Metro Tunnel in Close Proximity to New Shield Tunnels following Construction
by: Yong Xu, et al.
Published: (2022-01-01) -
Study on the Adaptability of Shield Tunnel Segments Orthogonal Crossing Grade III Loess Ground Fissure Section
by: Tao Yin, et al.
Published: (2022-01-01) -
Study of the Corrosion Characteristics of Tunnel Fissures in a Karst Area in Southwest China
by: Yanjie Zhao, et al.
Published: (2018-01-01) -
Correlation Effects of Near-Field Seismic Components in Circular Metro Tunnels: A Case Study—Tehran Metro Tunnels
by: Seyed Amin Razavian Amrei, et al.
Published: (2020-01-01)