FELA evaluation of undrained bearing capacity of cutting edge of circular open caisson-Reference-Cited by-同舟云学术

FELA evaluation of undrained bearing capacity of cutting edge of circular open caisson

Published:2023-06-21 Issue: Volume: Page:1-9
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,Keawsawasvong Suraparb³^ORCID,Rattanadecho Phadungsak⁴^ORCID

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. Center of Excellence in Electromagnetic Energy Utilization in Engineering (C.E.E.E.) Department of Mechanical Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, Thailand

Funder

Office of the Permanent Secretary, Ministry of Higher Education, Science, Research and Innovation

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2023.2225952

Reference39 articles.

1. Examples of open caisson sinking in Scotland

2. Berezantsev. 1952. Axisymmetric problem of the theory of limiting equilibrium of granular media. Gosstroiizdat, Moscow [in Russian].

3. 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, vol. 1, 336–337. CRID 1573105974661112320.

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

5. Finite element modelling of extent of failure zone in c-ϕ soil at the cutting edge of open caisson