Deformation and Stability of Soft Foundation Improved by Prefabricated Vertical Drains Adjacent to River Bank
This paper presents a finite element analysis on a soft embankment foundation improved by prefabricated vertical drains. A plane strain analysis was performed using equivalent permeability. The predictions of settlement, pore water pressure, and lateral displacement were compared with the available...
Saved in:
Main Authors: | Changqing Qi, Liuyang Li, Jiabing Qi |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/2948286 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Settlement Analysis of Pipe Culvert Situated in Soft Clay Treated with Prefabricated Vertical Drains
by: Adamu Beyene Negesa
Published: (2022-01-01) -
Consolidation Effect of Prefabricated Vertical Drains with Different Lengths for Soft Subsoil under Vacuum Preloading
by: Chenhui Lou, et al.
Published: (2019-01-01) -
Consolidation Attributes and Deformation Response of Soft Clay Reinforced with Vertical Scoria Drains under Road Embankment
by: Hailemariam Merka Gebretsadik, et al.
Published: (2023-01-01) -
Study on the Effect of Foundation Pit Excavation on the Deformation of Adjacent Shield Tunnel
by: Cirong Lu, et al.
Published: (2022-01-01) -
Nonlinear Radial Consolidation Analysis of Soft Soil with Vertical Drains under Cyclic Loadings
by: Pyol Kim, et al.
Published: (2020-01-01)