Undrained bearing capacity of deeply embedded skirted spudcan foundations under combined loading in soft clay-Reference-Cited by-同舟云学术

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Undrained bearing capacity of deeply embedded skirted spudcan foundations under combined loading in soft clay

Published:2019-07 Issue: Volume:66 Page:164-177
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Yin Shuai,Yi Jiang Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference39 articles.

1. Offshore geotechnical engineering:Principles and practice;Dean,2010

2. Challenges of offshore geotechnical engineering. Invited state of the art report;Randolph,2005

3. Offshore geotechnical engineering;Randolph,2011

4. Potential benefits of using skirted foundations for jackup platforms. Offshore Technology Conference (OTC);Jostad,2006

5. Skirted spudcans--extending operational depth and improving performance;Svano;Mar Struct,1996

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1. Effects of random heterogeneity of soil on VH failure envelopes of the torpedo anchor;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2023-12-05

2. Combined VHM bearing capacity of pile leg-mat foundation on marine clay seabed;Ocean Engineering;2023-11

3. Numerical modelling of the keying process for a suction embedded plate anchor in spatially varying clays;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2023-07-24

4. Performance of loosely skirted square footing resting on reinforced sand under vertical concentric and eccentric loading;Geomechanics and Geoengineering;2023-07-05

5. Effects of the skirt length and embedment depth on the capacity of a skirted spudcan foundation under combined loading;Ocean Engineering;2023-07

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