Application of a Cyclic Accumulation Model UDCAM to FE Analyses of Offshore Foundations View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2017-10-21

AUTHORS

Huynh Dat Vu Khoa , Hans Petter Jostad

ABSTRACT

The Norwegian Geotechnical Institute (NGI) has developed several calculation procedures over the past few decades where effects of cyclic loading are taken into account. This paper presents an undrained cyclic accumulation procedure used for offshore foundation design. A constitutive model called UDCAM was developed based on the NGI’s accumulation procedure and implemented into different finite element programs in order to better predict and optimize the offshore foundations. The UDCAM FE back-analysis of 1 g-model test of a gravity based structure in clay under cyclic loading was first performed for verifying the FE calculation procedure. The UDCAM model was then applied to analyze the undrained cyclic behavior of a large monopile to be installed at the potential offshore wind farm in the Korea Western Sea. The FE results were compared with the predictions obtained by the semi empirical (p-y) method recommended by API, which has been commonly used in the piled foundation design. More... »

PAGES

656-667

Book

TITLE

Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures

ISBN

978-981-10-6712-9
978-981-10-6713-6

Author Affiliations

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-981-10-6713-6_65

DOI

http://dx.doi.org/10.1007/978-981-10-6713-6_65

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1092370775


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