A spudcan foundation model with excess pore pressures. Part 1. A principle of effective loads-Reference-Cited by-同舟云学术

A spudcan foundation model with excess pore pressures. Part 1. A principle of effective loads

Published:2004-05 Issue:3-4 Volume:17 Page:219-243
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Dean E.T.R.

Publisher

Elsevier BV

Subject

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

Reference64 articles.

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4. SNAME. Site Specific Assessment of Mobile Jackup Units. Technical & Research Bulletin 5-5A, Society of Naval Architects and Marine Engineers, 1997.

5. Combined loading of skirted foundations;Bransby;Geotechnique,1998

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1. Numerical Study of Footprint Generation and Reinstallation of Jack-Up Footings;Journal of Geotechnical and Geoenvironmental Engineering;2021-10

2. Finite Element Analysis and Parametric Study of Spudcan Footing Geometries Penetrating Clay Near Existing Footprints;Journal of Marine Science and Engineering;2019-06-03

3. Effective-stress finite element analysis of spudcan penetration with lattice leg in clay;AIP Conference Proceedings;2013

4. Eulerian finite element analysis of excess pore pressure generated by spudcan installation into soft clay;Computers and Geotechnics;2012-05