Spudcan-pile interaction in thick soft clay and soft clay overlying sand: A simplified numerical solution-Reference-Cited by-同舟云学术

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Spudcan-pile interaction in thick soft clay and soft clay overlying sand: A simplified numerical solution

Published:2021-07 Issue: Volume:112 Page:102684
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Chow Y.K.,Kencana E.Y.^ORCID,Leung C.F.,Purwana O.A.^ORCID

Funder

A*STAR

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference26 articles.

1. API RP2 GEO Geotechnical and foundation Design Considerations,2011

2. Analysis of piles subjects to lateral soil movements;Chow;J. Inst. Eng. Singapore,1996

3. Fan, Y. and Wang. J. (2018). “Lateral response of piles subjected to a combination of spudcan penetration and pile head loads” Ocean Eng., 156, 468–478.

4. Effect of time on spudcan-footprint interaction in clay;Gan;Géotechnique,2012

5. Centrifuge Model Study on Spudcan-Footprint Remediation Techniques,2014

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