Modelling the behaviour of reinforced embankments on the peat Caroni swamp

2010 ◽  
pp. 1213-1218 ◽  
Keyword(s):  
Reinforced Embankments ◽  
Caroni Swamp

A PROPOSED PROCEDURE FOR ANALYSING REINFORCED EMBANKMENTS

2010 ◽  
Vol 8 (8) ◽  
pp. 1-19
Author(s):  
Mohammed Fattah ◽  
Yousif Al-Shakarchi ◽  
Maysam . Al-Hadidi
Keyword(s):  
Reinforced Embankments

Performance of High Geosynthetic-reinforced Embankments

2013 ◽  
Author(s):  
Chao Xu ◽  
Yu-Shan Lou ◽  
Hong Zhu ◽  
Jin Wang ◽  
Fan Yang
Keyword(s):  
Reinforced Embankments

An investigation of hazard in reinforced embankments

2020 ◽  
pp. 251-258
Author(s):  
Ali Porbaha ◽  
Masaki Kobayashi
Keyword(s):  
Reinforced Embankments

Analysis on Dynamic Transfer Characteristics of Low Geosynthetic-Reinforced Embankments Supported by CFG Piles Subjected to High-Speed Railway

2011 ◽  
Vol 368-373 ◽  
pp. 2575-2580 ◽  
Author(s):  
Long Long Fu ◽  
Quan Mei Gong ◽  
Yang Wang
Keyword(s):  
Field Test ◽  
High Speed ◽  
Dynamic Stress ◽  
Numerical Study ◽  
High Stress ◽  
High Speed Train ◽  
High Speed Railway ◽  
Railway Line ◽  
Transfer Characteristics ◽  
Reinforced Embankments

To investigate the dynamic transfer characteristics of low geosynthetic-reinforced embankments supported by CFG piles under high-speed train load, a numerical study has been conducted through dynamic finite element method on basis of the dynamic field test on a cross-section of Beijing-Shanghai high-speed railway. The comparative analysis on results of numerical study and field test indicated the distribution characteristics of vertical dynamic stress induced by high-speed train load in subgrade soil under railway line. The numerical results also suggested a high stress area in subgrade where vertical dynamic stress is over 1kPa. Conclusions of this work can provide reference for both design and estimation of long-term settlement of low geosynthetic-reinforced embankments supported by CFG piles for high-speed railway.

Sign in / Sign up

Export Citation Format

Share Document