Settlement Behavior of Soft Subgrade Reinforced by Geogrid-Encased Stone Column and Geocell-Embedded Sand Cushion: A Numerical Analysis
The geosynthetic-encased vertical column and geosynthetic-embedded horizontal cushion are recognized as the effective methods to reduce the settlement of the soft subgrade. This paper investigated the settlement behavior of a soft subgrade reinforced by geogrid-encased stone column and geocell-embed...
Saved in:
Main Authors: | Jia-Jun Gao, Hui Xu, Jian-Wen Qian, Yi-Fan Gong, Liang-Tong Zhan, Ping Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8874520 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A Three-Section-Settlement Calculation Method for Composite Foundation Reinforced by Geogrid-Encased Stone Columns
by: Binhui Ma, et al.
Published: (2021-01-01) -
Numerical Analysis of a Dual-Layer Geosynthetic-Encased Stone Column Installed in Soft Soil
by: Neeraj Kumar, et al.
Published: (2023-01-01) -
Analysis of the Embankment Settlement on Soft Soil Subgrade with a Cement Mixed Pile
by: Liang Yang, et al.
Published: (2021-01-01) -
Test on Hysteretic Behaviour of Prestressed Composite Joints with Concrete-Encased CFST Columns
by: Kun Wang, et al.
Published: (2019-01-01) -
Influence of Stone Shape Factor on the Pull-Out Resistance of Geogrid in the Soil-Rock Mixture
by: Yongshuai Sun, et al.
Published: (2022-01-01)