Response and capacity of monopod caisson foundation under eccentric lateral loads-Reference-Cited by-同舟云学术

Response and capacity of monopod caisson foundation under eccentric lateral loads

Published:2017-06-12 Issue:4 Volume:36 Page:452-464
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Deb Tanmoy Kumar¹,Singh Baleshwar¹

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, India

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1330374

Reference29 articles.

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2. Abdel-Rahman, K., and M. Achmus. 2006. Numerical investigation on the bearing capacity of bucket foundations under combined horizontal and moment loading. International symposium on ultimate limit state of geotechnical structures, Paris, 6p.

3. Load-bearing behavior of suction bucket foundations in sand

4. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

5. Challenges in Design of Foundations for Offshore Wind Turbines

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