Effect of Torsion on Failure Mechanism and Undrained Horizontal Capacity of Tripod Bucket Foundations in Clay-Reference-Cited by-同舟云学术

Effect of Torsion on Failure Mechanism and Undrained Horizontal Capacity of Tripod Bucket Foundations in Clay

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:

Singam Naresh Kumar¹,Chatterjee Santiram²^ORCID

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400 076, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7884

Reference39 articles.

1. ABAQUS. 2014. Analysis user’s manual, version 6.14. Providence, RI: SIMULIA.

2. An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension

3. Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift

4. Bhattacharya, S. 2019. Design of foundations for offshore. Chichester, UK: Wiley.

5. Combined loading of skirted foundations

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. A Study on the Bearing Capacity of Square Skirted Anchors with Different Mooring Points;Journal of Marine Science and Engineering;2024-09-06

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