Bearing Capacity of Shallow Foundations on Unsaturated Soils: Analytical Approach with 3D Numerical Simulations and Experimental Validations-Reference-Cited by-同舟云学术

Bearing Capacity of Shallow Foundations on Unsaturated Soils: Analytical Approach with 3D Numerical Simulations and Experimental Validations

Published:2020-03 Issue:3 Volume:20 Page:04019181
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Akbari Garakani Amir¹^ORCID,Sadeghi Hamed²^ORCID,Saheb Soheil³^ORCID,Lamei Amin⁴

Affiliation:

1. Assistant Professor, Structural Research Dept., Niroo Research Institute, Tehran 1468617151, Iran (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. ORCID: .

3. Master of Geotechnical Engineering, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. ORCID: .

4. Master of Geotechnical Engineering, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001589

Reference63 articles.

1. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959

2. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

3. The effect of degree of saturation on the bearing capacity of flexible pavements;Broms B. B.;Highway Res. Rec.,1963

4. Conciani W. M. M. Soares J. M. Naime and S. Crestana. 1998. “Plate load test with CT.” In Proc. 2nd Int. Conf. on Unsaturated Soils 333–337. Beijing: International Academic Publishers.

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