Skirted spud-cans — Extending operational depth and improving performance-Reference-Cited by-同舟云学术

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Skirted spud-cans — Extending operational depth and improving performance

Published:1996-01 Issue:1 Volume:9 Page:129-148
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Svanø Geir,Tjelta Tor Inge

Publisher

Elsevier BV

Subject

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

Reference7 articles.

1. A revised and extended formula for bearing capacity;Brinch Hansen;Geoteknisk Institut,1970

2. Structural effects of foundation fixity on a large jack-up;Baerheim,1993

3. Effective stress stability analysis for gravity structures;Janbu,1976

4. Findings from a joint industry study on foundation fixity of jack-up units;Osborne;OTC 6615,1991

Cited by 15 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. Numerical investigation of punch-through mitigation in stiff-over-soft clays using skirted spudcan;Ocean Engineering;2024-11

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

3. Mitigation of punch-through in stiff-over-soft clay by changing spudcan shape;Ocean Engineering;2022-12

4. Elastic stiffness coefficients of a skirted spudcan foundation in clay;Applied Ocean Research;2022-03

5. Undrained failure envelope for skirted spudcan foundations in clay under combined loading;Marine Georesources & Geotechnology;2021-03-01

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