Undrained Bearing Capacity of Circular and Square Footings above Centric and Eccentric Three-Dimensional Cavities-Reference-Cited by-同舟云学术

Undrained Bearing Capacity of Circular and Square Footings above Centric and Eccentric Three-Dimensional Cavities

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khosravi Sajjad¹^ORCID,Karimpour-Fard Mehran²^ORCID,Shahnazari Habib³,Aminpour Mohammad⁴^ORCID,Nazem Majid⁴^ORCID

Affiliation:

1. Dept. of Geotechnical Engineering, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran. ORCID: .

2. Dept. of Geotechnical Engineering, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran (corresponding author). ORCID: .

3. Dept. of Geotechnical Engineering, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran.

4. School of Engineering, RMIT Univ., Melbourne, VIC 3000, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8835

Reference56 articles.

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4. Andersland, O. B., and B. Ladanyi. 2003. Frozen ground engineering. Hoboken, NJ: Wiley.

5. Stability of a shallow circular tunnel in cohesionless soil

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