Bridge Responses Induced by Adjacent Subway Station Construction Using Shallow Tunneling Method
This paper presents a case of subway station construction under an existing prestressed concrete bridge with a three-span continuous beam located at the intersection of the 3rd Ring Road, Beijing. The Huayuan Subway Station of line 6, constructed crossing between #7 and the #8 piers of the bridge by...
Saved in:
Main Authors: | Jie Su, Qian Fang, Dingli Zhang, Xiaokai Niu, Xiang Liu, Yunming Jie |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/8918749 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Deformation Response and Safety Evaluation of Buildings Affected by Subway-Station Construction
by: Chunlei Feng, et al.
Published: (2021-01-01) -
Seismic Response Study of Tunnels Running underneath a Subway Station in Parallel
by: Fuxue Sun, et al.
Published: (2020-01-01) -
Numerical Analysis of the Influence of Deep Foundation Pit Construction on Adjacent Subway Stations in Soft Soil Areas
by: Tao Yang, et al.
Published: (2022-01-01) -
Predicting Response of Constructed Tunnel to Adjacent Excavation with Dewatering
by: Panpan Guo, et al.
Published: (2021-01-01) -
Study on Deformation Law of Deep Foundation Pit with the Top-Down Method and Its Influence on Adjacent Subway Tunnel
by: Yue Gui, et al.
Published: (2020-01-01)