Micromechanical analysis of capillary suction effect on bearing capacity of unsaturated fine granular foundation soil using coupled CFD-DEM method-Reference-Cited by-同舟云学术

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Micromechanical analysis of capillary suction effect on bearing capacity of unsaturated fine granular foundation soil using coupled CFD-DEM method

Published:2023-01 Issue: Volume:153 Page:105092
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Peng Yu,Yin Zhen-Yu,Zhou Chuang,Ding Xuanming

Funder

University Grants Committee

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference92 articles.

1. Global greenhouse gas implications of land conversion to biofuel crop cultivation in arid and semi-arid lands–Lessons learned from Jatropha;Achten;J. Arid Environ.,2013

2. Bearing capacity of shallow foundations on unsaturated soils: analytical approach with 3D numerical simulations and experimental validations;Akbari Garakani;Int. J. Geomech.,2020

3. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand;Al-Khazaali;J. Geotech. Geoenviron. Eng.,2019

4. Cone penetration tests in a virtual calibration chamber;Arroyo;Géotechnique,2011

5. Stress distribution beneath rigid circular foundations on sands;Balakrishna;Int. J. Numer. Anal. Meth. Geomech.,1992

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