Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study
This paper presents a full-scale test of the high-speed railway embankment to investigate the performance of cement-fly ash-gravel (CFG) pile-supported embankments over completely decomposed granite (CDG) soils. The authors compared the embankments built on CDG soils reinforced by geogrid only and g...
Saved in:
Main Author: | Lijun Wu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/2659628 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment
by: Jun Zhang, et al.
Published: (2015-01-01) -
A Simplified Method for Analysis of Geosynthetic Reinforcement Used in Pile Supported Embankments
by: Kang Fei
Published: (2014-01-01) -
The Effects of Different Materials and Geosynthetics on Embankment Safety and Behavior
by: Elif Çiçek
Published: (2020-07-01) -
Effect of Moisture Content on the Shear Behaviour of a Completely Decomposed Granite: An Experimental Study
by: Pan Liu, et al.
Published: (2021-01-01) -
Influence of Degree of Compaction on Unsaturated Hydraulic Properties of a Compacted Completely Decomposed Granite
by: Rui Chen, et al.
Published: (2020-01-01)