The Deformation Analysis of a Deep Frame Top-Down Excavation in Downtown Shanghai Based on the 3D FEM
The deformation and environmental influence of the pit excavation in downtown is very important. A 3D FEM analysis is conducted to understand the deformation of a 13.9 to 15.2 m deep excavation with an in-plane dimension of about 189 m width and 251 m length constructed by the frame top-down method...
Saved in:
Main Authors: | Ting Bai, Dong Xie |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/2947544 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
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) -
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) -
Investigating the intrinsic top-down dynamics of deep generative models
by: Lorenzo Tausani, et al.
Published: (2025-01-01) -
Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation
by: Panpan Guo, et al.
Published: (2022-01-01) -
Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test
by: S. Mohammad. Shoari Shoar, et al.
Published: (2021-01-01)