Numerical Analysis of the Influence of Deep Foundation Pit Construction on Adjacent Subway Stations in Soft Soil Areas
Deep foundation pit construction adjacent to a subway station in a soft soil area was numerically simulated with Midas GTS NX calculation software. The influence of the deep foundation pit construction on the deformation and stress of the subway station structure was studied, and the influence of th...
Saved in:
Main Authors: | Tao Yang, Shengyuan Xiong, Shuailei Liu, Yang Liu, Hao Zhao, Yanwei Li |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/6071868 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
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) -
Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw
by: Chuntao Feng, et al.
Published: (2022-01-01) -
Bridge Responses Induced by Adjacent Subway Station Construction Using Shallow Tunneling Method
by: Jie Su, et al.
Published: (2018-01-01) -
Effects of Pit-Bottom-Soil Reinforcement on the Deformation of Subway Deep Foundation Pits Based on an Improved Model
by: Yan Wang, et al.
Published: (2022-01-01) -
Case Study on the Mutual Influence of Simultaneous Construction of Adjacent Deep Foundation Pit with Cover-Excavation Reverse Method
by: Yong-Gang Xiao, et al.
Published: (2024-01-01)