FELA evaluated bearing capacity factors for circular, planar, and interfering cutting edges of open caisson-Reference-Cited by-同舟云学术

FELA evaluated bearing capacity factors for circular, planar, and interfering cutting edges of open caisson

Published:2024-08-05 Issue: Volume: Page:1-12
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Chavda Jitesh T.¹^ORCID,Jitchaijaroen Wittaya²,Banyong Rungkhun²,Keawsawasvong Suraparb³^ORCID,Jamsawang Pitthaya⁴

Affiliation:

1. Department of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, India

2. Department of Civil Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, Thailand

3. Research Unit in Sciences and Innovative Technologies for Civil Engineering Infrastructures, Department of Civil Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, Thailand

4. Soil Engineering Research Center, Department of Civil Engineering, King Mongkut's University of Technology North Bangkok, Bangkok, Thailand

Funder

University of Technology

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2024.2386889

Reference28 articles.

1. Berezantsev. 1952. Axisymmetric problem of the theory of limiting equilibrium of Granular Media. Gosstroiizdat Moscow [in Russian].

2. Caquot A Kérisel J. 1953. Sur le terme de surface dans le calcul des fondations en milieu pulvérulent. 3rd International Conference on Soil Mechanics and Foundation Engineering Zurich 1 336–337. CRID 1573105974661112320.

3. Design, Construction, and Installation of a Floating Caisson Used as a Bridge Pier

4. Experimental studies on a circular open caisson

5. Finite element evaluation of bearing capacity factors for cutting face of open caissons