Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation-Reference-Cited by-同舟云学术

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Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation

Published:2024-01-03 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Qi Zhen¹²,Lang Lei²,Wang Changtao³,Wang Fengyun³,Wang Yin¹

Affiliation:

1. State Key Laboratory of Coastal Offshore Engineering, Dalian University of Technology, Dalian, China

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

3. Offshore Oil Engineering Co., Ltd, Tianjin, China

Funder

Natural Science Foundation of Liaoning Province

Dalian Science and Technology Innovation Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2299261

Reference50 articles.

1. Bienen B. C. Gaudin M. J. Cassidy L. Rausch and O. A. Purwana. 2011. Numerical Study of the Combined Load Capacity of a Hybrid Foundation. In ISOPE International Ocean and Polar Engineering Conference. ISOPE-I-11-337 .

2. Failure Envelopes for Strip Footings on Sand Overlying Non-homogeneous Clay Under Combined Loading

3. Combined loading of skirted foundations

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

5. Undrained capacity of skirted circular foundations under fully three-dimensional loading

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