scholarly journals Settlement Analysis of Geosynthetics Reinforced Embankments

2021 ◽  
pp. 699-709
Author(s):  
Mohammad Salem NOORI ◽  
Kaveh DEHGHANIAN
Keyword(s):  
Reinforced Embankments ◽  
Settlement Analysis

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

The Settlement Analysis of the Cement Fly-Ash Gravel Pile Composite Foundation of Baotou

2014 ◽  
Vol 580-583 ◽  
pp. 518-523
Author(s):  
Juan Li ◽  
Yao Xu ◽  
Jun Yin
Keyword(s):  
Fly Ash ◽  
Composite Foundation ◽  
Settlement Calculation ◽  
Practical Engineering ◽  
Cfg Pile Composite Foundation ◽  
Modified Formula ◽  
Gravel Pile ◽  
Final Settlement ◽  
Settlement Analysis ◽  
Cfg Pile

This paper analyzes the causes of larger differences of final settlement calculated value of cement fly-ash gravel pile (CFG pile) composite foundation of Baotou with actual observed result of it. On the basis of analysis on a number of practical engineering data of Baotou, we modify the settlement formula of the CFG pile composite foundation and gain the modified coefficient applied to the settlement calculation of the CFG pile composite foundation of Baotou. The modified formula and coefficient proposed in this paper have a positive effect on the accurate settlement calculation of puting forward a more accurate correction formula and coefficient of the calculation of the CFG pile composite foundation of Baotou.

Settlement Analysis of Soft Ground Replacement under Earthquake

2012 ◽  
Vol 166-169 ◽  
pp. 2379-2382 ◽  
Author(s):  
Zhong Liu ◽  
Shu Hong An ◽  
Rong Hong Yuan ◽  
Fei Li
Keyword(s):  
Time History ◽  
Vertical Displacement ◽  
Response Analysis ◽  
Soft Ground ◽  
Positive Contribution ◽  
Foundation Soil ◽  
Time History Response ◽  
Dynamic Time ◽  
Settlement Analysis ◽  
Different Thickness

The dynamic time-history response analysis method was employed to analyze the dynamic response of soft ground replacement with sand-gravel cushion. The deformation distribution of soft ground replacement with different thickness sand-gravel cushion was investigated under seismic wave. The results reveal that the bearing and asti-deformation capacity can be improved effectively for replacement sand-gravel cushion under earthquake loads by increasing the thick of cushion. The vertical displacement of foundation soil decreases gradually with the increase of the thick of cushion. The practice shows that replacement sand-gravel cushion provides a positive contribution to the aseismic effect of foundation soils mass. The present research can provide some references to similar projects.

An investigation of hazard in reinforced embankments

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