3D Numerical Analysis of a Single Footing on Soft Soil Reinforced by Rigid Inclusions-Reference-Cited by-同舟云学术

3D Numerical Analysis of a Single Footing on Soft Soil Reinforced by Rigid Inclusions

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Jiamin¹^ORCID,Jenck Orianne²^ORCID,Dias Daniel³

Affiliation:

1. Ph.D. Candidate, 3SR Laboratory, Grenoble INP, CNRS, Univ. Grenoble Alpes, F-38000 Grenoble, France. ORCID: .

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

3. 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).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002412

Reference42 articles.

1. Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

2. Review of existing design methods for geosynthetic-reinforced pile-supported embankments

3. Baroni M. L. Briançon J. Racinais F. Maucotel and H. Scache. 2016. “Semelles Sur Inclusions Rigides: Validation Du Nouveau Cahier Des Charges De Menard—Footings Over Rigid Inclusions: Experimental Validation of the Menard New Specifications.” Journées Nationales de Géotechnique et de Géologie de l’Ingénieur—Nancy 2016 SEMELLES 1–8.

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

5. Monitoring and numerical investigation of a rigid inclusions–reinforced industrial building

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