Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading-Reference-Cited by-同舟云学术

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Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Biswas Shibayan¹^ORCID,Choudhury Deepankar²^ORCID

Affiliation:

1. Temporary Faculty, Dept. of Civil Engineering, National Institute of Technology Hamirpur (NIT Hamirpur), Himachal Pradesh 177005, India (corresponding author). ORCID: .

2. Prof. TK Chair Professor (HAG) and Head, Dept. of Civil Engineering, Indian Institute of Technology Bombay (IIT Bombay), Powai, Mumbai 400076, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8269

Reference25 articles.

1. Behavior of Caisson Foundations under Lateral Loading in Layered Cohesive Soil

2. Combined loading of skirted foundations

3. The undrained capacity of skirted strip foundations under combined loading

4. Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under Combined V-M-H Loading

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Response of an Installed Suction Caisson Induced by Rectangular Footing Penetration in Nonhomogeneous Clay;International Journal of Geomechanics;2024-09

2. Failure envelope for offshore rigid piles under combined horizontal-moment loading in clay with linearly increasing undrained shear strength;Ocean Engineering;2024-09

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