Nonisothermal Failure Envelopes of Strip Shallow Foundations Resting on Partially Saturated Clay Subjected to Combined Inclined and Eccentric Loadings-Reference-Cited by-同舟云学术

Nonisothermal Failure Envelopes of Strip Shallow Foundations Resting on Partially Saturated Clay Subjected to Combined Inclined and Eccentric Loadings

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chenari Masoud Jamshidi¹,Payan Meghdad²^ORCID,Ghasemi-Fare Omid³^ORCID

Affiliation:

1. M.Sc. Graduate, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran.

2. Assistant Professor, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran. ORCID: .

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Louisville, 132 Eastern Pkwy., Louisville, KY 40292 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002596

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4. Butterfield R. and G. Gottardi. 1994. “A complete three-dimensional failure envelope for shallow footings on sand.” Géotechnique 44 (1): 181–184. https://doi.org/10.1680/geot.1994.44.1.181.

5. Experimental study on the behavior of eccentrically loaded circular footing model resting on reinforced sand;Dastpak P.;Geotext. Geomembr.,2020

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