Research on Numerical Simulation of Top-Down Construction Effect of Diaphragm Wall of Deep and Large Foundation Pit under Different Working Conditions in Complex Stratum
In order to study the construction effect of deep and large foundation pit excavation and its impact on the surrounding environment under complex stratum conditions, the deep and large foundation pit of the top-down construction method of shield exit shaft of S2 line of Wenzhou City railway is taken...
Saved in:
Main Authors: | Fuxue Sun, Mingqing Liu, Yunhui Zhu, Xiaochun Li, Gang Ge |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/2576122 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum
by: Yunhui Zhu, et al.
Published: (2022-01-01) -
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) -
Deformation Law of the Diaphragm Wall during Deep Foundation Pit Construction on Lake and Sea Soft Soil in the Yangtze River Delta
by: Yuan Mei, et al.
Published: (2021-01-01) -
A Case Study on the Deformation of Metro Foundation Pit in Silt Stratum in North China
by: Yonggang Zhang, et al.
Published: (2021-01-01) -
Observed Performance and FEM-Based Parametric Analysis of a Top-Down Deep Excavation in Soil-Rock Composite Stratum
by: Gang Lei, et al.
Published: (2021-01-01)