Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response

L.S.D. Lorenti; Barry Lehane

doi:10.3723/OSIG17.501

Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response

L.S.D. Lorenti, Barry Lehane

School of Engineering

Research output: Chapter in Book/Conference paper › Conference paper › peer-review

Abstract

Scale model tests in a geotechnical centrifuge were back analysed using numerical techniques to examine the ability of particular numerical techniques to provide predictions of suction caisson settlement in a two layer soil system. The good agreement achieved lends credibility to the numerical modelling approaches and their applicability for the prediction of suction caisson displacements under static compression and cyclic loading in other layered soil conditions

Original language	English
Title of host publication	Offshore Site Investigation and Geotechnics 2017 Conference Proceedings
Place of Publication	London
Publisher	Society for Underwater Technology
Pages	501-506
Volume	1
ISBN (Print)	9780906940570
DOIs	https://doi.org/10.3723/OSIG17.501
Publication status	Published - 2017
Event	8th Offshore Site Investigation and Geotechnics International Conference 2017 - London, United Kingdom Duration: 12 Sept 2017 → 14 Sept 2017 Conference number: 8 http://www.sutconnects.com/

Conference

Conference	8th Offshore Site Investigation and Geotechnics International Conference 2017
Abbreviated title	OSIG
Country/Territory	United Kingdom
City	London
Period	12/09/17 → 14/09/17
Internet address	http://www.sutconnects.com/

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10.3723/OSIG17.501

Cite this

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title = "Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response",

abstract = "Scale model tests in a geotechnical centrifuge were back analysed using numerical techniques to examine the ability of particular numerical techniques to provide predictions of suction caisson settlement in a two layer soil system. The good agreement achieved lends credibility to the numerical modelling approaches and their applicability for the prediction of suction caisson displacements under static compression and cyclic loading in other layered soil conditions",

author = "L.S.D. Lorenti and Barry Lehane",

year = "2017",

doi = "10.3723/OSIG17.501",

language = "English",

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volume = "1",

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booktitle = "Offshore Site Investigation and Geotechnics 2017 Conference Proceedings",

publisher = "Society for Underwater Technology",

address = "United Kingdom",

note = "8th Offshore Site Investigation and Geotechnics International Conference 2017, OSIG ; Conference date: 12-09-2017 Through 14-09-2017",

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Lorenti, LSD & Lehane, B 2017, Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response. in Offshore Site Investigation and Geotechnics 2017 Conference Proceedings. vol. 1, Society for Underwater Technology, London, pp. 501-506, 8th Offshore Site Investigation and Geotechnics International Conference 2017, London, United Kingdom, 12/09/17. https://doi.org/10.3723/OSIG17.501

Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response. / Lorenti, L.S.D.; Lehane, Barry.
Offshore Site Investigation and Geotechnics 2017 Conference Proceedings. Vol. 1 London: Society for Underwater Technology, 2017. p. 501-506.

Research output: Chapter in Book/Conference paper › Conference paper › peer-review

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T1 - Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response

AU - Lorenti, L.S.D.

AU - Lehane, Barry

N1 - Conference code: 8

PY - 2017

Y1 - 2017

N2 - Scale model tests in a geotechnical centrifuge were back analysed using numerical techniques to examine the ability of particular numerical techniques to provide predictions of suction caisson settlement in a two layer soil system. The good agreement achieved lends credibility to the numerical modelling approaches and their applicability for the prediction of suction caisson displacements under static compression and cyclic loading in other layered soil conditions

AB - Scale model tests in a geotechnical centrifuge were back analysed using numerical techniques to examine the ability of particular numerical techniques to provide predictions of suction caisson settlement in a two layer soil system. The good agreement achieved lends credibility to the numerical modelling approaches and their applicability for the prediction of suction caisson displacements under static compression and cyclic loading in other layered soil conditions

U2 - 10.3723/OSIG17.501

DO - 10.3723/OSIG17.501

M3 - Conference paper

SN - 9780906940570

VL - 1

SP - 501

EP - 506

BT - Offshore Site Investigation and Geotechnics 2017 Conference Proceedings

PB - Society for Underwater Technology

CY - London

T2 - 8th Offshore Site Investigation and Geotechnics International Conference 2017

Y2 - 12 September 2017 through 14 September 2017

ER -

Centrifuge Testing and Numerical Modelling of a Suction Caisson in a Layered Soil – Static and Cyclic Response

Abstract

Conference

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