A finite element approach for predicting the full resistance profile of a spudcan deeply penetrating in dense sand overlying clay-Reference-Cited by-同舟云学术

A finite element approach for predicting the full resistance profile of a spudcan deeply penetrating in dense sand overlying clay

Published:2019-06 Issue: Volume:87 Page:155-164
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Zhao Jun,Jang Beom-Seon,Duan Menglan,Liang Congfu

Funder

National Natural Science Foundation of China

National Key Research and Development Plan

Endowment Project

Korea Research Institute of Ships and Ocean engineering

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference29 articles.

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3. Bearing capacity on sand overlying clay soils: experimental and finite element investigation of potential punch-through failure;Lee;Geotechnique,2013

4. Predicting the resistance profile of a spudcan penetrating sand overlying clay;Hu;Can. Geotech. J.,2014

5. SE Asia jack-up punch-throughs: the way forward;Osborne;Proceedings of the International Conference on Offshore Site Investigation and Geotechnics Sustainability and Diversity,2002

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