A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand-Reference-Cited by-同舟云学术

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A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Badakhshan Ehsan¹^ORCID,Noorzad Ali²,Vaunat Jean³,Veylon Guillaume⁴^ORCID

Affiliation:

1. Dept. of Civil and Environmental Engineering, Polytechnic Univ. of Catalonia, Barcelona 08034, Spain (corresponding author). ORCID: .

2. Faculty of Civil, Water, and Environmental Engineering, Shahid Beheshti Univ., Tehran 17765-719, Iran.

3. Dept. of Civil and Environmental Engineering, Polytechnic Univ. of Catalonia, Barcelona 08034, Spain.

4. INRAE, Aix-Marseille Univ., RECOVER, Aix-en-Provence 13100, France. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9348

Reference115 articles.

1. Settlement correction for future water table rise in granular soils: A numerical modelling approach;Abu Naser Shahriar M.;Int. J. Geotech. Eng.,2013

2. Effect of the interfacial shearing stress of soil–geogrid interaction on the bearing capacity of geogrid‐reinforced sand;Ahmad H.;Innovative Infrastruct. Solutions,2021

3. Effect of sample preparation on saturated and unsaturated shear strength of cohesionless soils;Akram I.;Geotechnics,2023

4. Design and performance of a 6.3-m-high block-faced geogrid wall designed using the K-stiffness method;Allen T. M.;J. Geotech. Geoenviron. Eng.,2014

5. ASTM. 1987. Standard test method for bearing capacity of soil for static load and spread footings. ASTM D1194. West Conshohocken, PA: ASTM.

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