Large deformation modelling of soil squeezing and its application to spudcan in clay with interbedded sand

Shah Neyamat Ullah, Yuxia Hu

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)

Abstract

Large Deformation Finite Element (LDFE) modelling is conducted to study the bearing capacity of large offshore foundations in limited clay depth. Complementary visualising centrifuge experiments are reported in clay with interbedded sand, correlating with the numerical study. The current squeezing methodology neglects the conical underpart of the spudcan and any possible deformation of the underlying layers and hence does not predict the measured resistance well. An alternate approach overcoming the limitations of the squeezing theory is presented and verified.
Original languageEnglish
Pages (from-to)383-389
Number of pages7
JournalInternational Journal of Offshore and Polar Engineering
Volume27
Issue number4
DOIs
Publication statusPublished - 1 Dec 2017

Fingerprint

Dive into the research topics of 'Large deformation modelling of soil squeezing and its application to spudcan in clay with interbedded sand'. Together they form a unique fingerprint.

Cite this