3D Numerical Analysis of a Geogrid-Reinforced Piled Embankment: High-Speed Railway-Reference-Cited by-同舟云学术

3D Numerical Analysis of a Geogrid-Reinforced Piled Embankment: High-Speed Railway

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Jiamin¹,Dias Daniel²,Jenck Orianne³^ORCID,Briançon Laurent⁴

Affiliation:

1. Postdoctoral Associate, SINOPEC Research Institute of Petroleum Engineering, Beijing 100101, China; 3SR Laboratory, Grenoble INP, CNRS, Univ. Grenoble Alpes, F-38000 Grenoble, France.

2. Professor, 3SR Laboratory, Grenoble INP, CNRS, Univ. Grenoble Alpes, F-38000 Grenoble, France; School of Automotive and Transportation Engineering, Hefei Univ. of Technology, Hefei 230009, China (corresponding author).

3. Professor, 3SR Laboratory, Grenoble INP, CNRS, Univ. Grenoble Alpes, F-38000 Grenoble, France. ORCID: .

4. Professor, INSA-Lyon, Univ. de Lyon, Villeurbanne cedex F-69621, France.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8106

Reference56 articles.

1. Quantitative analysis of shallow unreinforced and reinforced piled embankments with different heights subject to cyclic loads: Experimental study

2. ASIRI (Amélioration des Sols par Inclusions Rigides). 2012. Recommandations pour la conception, le dimensionnement, l’exécution et le contrôle de l’amélioration des sols de fondation par inclusions rigides. Paris: Presses des Ponts.

3. Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction

4. Jet-grout column-reinforced soft soils incorporating multilayer geosynthetic-reinforced platforms

5. A generic approach to soil–structure interaction considering the effects of soil heterogeneity