Dynamic behaviour of mono bucket foundations subjected to combined transient loading

Søren Dam Nielsen; Lars Bo Ibsen; Benjaminn Nordahl Nielsen

Dynamic behaviour of mono bucket foundations subjected to combined transient loading

Søren Dam Nielsen, Lars Bo Ibsen, Benjaminn Nordahl Nielsen

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

9 Citationer (Scopus)

Abstract

This article presents the results from small scale testing, investigating the effect of transient combined loading of a bucketfoundation. The tests are performed inside a pressure tank at Aalborg University, Denmark. The bucket foundation was installed in dense water saturated sand and transient loads were applied. The loading rate ranges from very slow, giving a drained response, to very fast, giving an undrained response. A factor of 25 was found between the drained and undrained bearing capacity.

Originalsprog	Engelsk
Titel	Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015
Redaktører	Vaughan Meyer
Antal sider	6
Vol/bind	1
Udgivelsessted	London
Forlag	CRC Press
Publikationsdato	2015
Sider	313-318
ISBN (Trykt)	978-1-138-02850-0 (Volume 1)
ISBN (Elektronisk)	978-1-215-67551-0 (ebook PDF- Vol.1+2)
Status	Udgivet - 2015
Begivenhed	The 3rd Internationl symposium on Frontiers in offshore Geotechnics - Oslo, Norge Varighed: 10 jun. 2015 → 12 jun. 2015 Konferencens nummer: 3

Konference

Konference	The 3rd Internationl symposium on Frontiers in offshore Geotechnics
Nummer	3
Land/Område	Norge
By	Oslo
Periode	10/06/2015 → 12/06/2015

Emneord

Bucket foundations
Combined transient loading

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The 3rd Internationl symposium on Frontiers in offshore Geotechnics
Søren Dam Nielsen (Deltager)
10 jun. 2015 → 12 jun. 2015
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Citationsformater

Nielsen, Søren Dam ; Ibsen, Lars Bo ; Nielsen, Benjaminn Nordahl. / Dynamic behaviour of mono bucket foundations subjected to combined transient loading. Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 . red. / Vaughan Meyer. Bind 1 London : CRC Press, 2015. s. 313-318

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title = "Dynamic behaviour of mono bucket foundations subjected to combined transient loading",

abstract = "This article presents the results from small scale testing, investigating the effect of transient combined loading of a bucketfoundation. The tests are performed inside a pressure tank at Aalborg University, Denmark. The bucket foundation was installed in dense water saturated sand and transient loads were applied. The loading rate ranges from very slow, giving a drained response, to very fast, giving an undrained response. A factor of 25 was found between the drained and undrained bearing capacity.",

keywords = "Bucket foundations, Combined transient loading , Bucket foundations, Combined transient loading ",

author = "Nielsen, {S{\o}ren Dam} and Ibsen, {Lars Bo} and Nielsen, {Benjaminn Nordahl}",

note = "978-1-138-02848-7 (set of two volumes hardback + CD-Rom) 978-1-138-02850-0 (Volume1+ CD-Rom) 978-1-138-02852-4 (Volume 2) 978-1-315-67551-0 (ebook PDF); The 3rd Internationl symposium on Frontiers in offshore Geotechnics ; Conference date: 10-06-2015 Through 12-06-2015",

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booktitle = "Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015",

publisher = "CRC Press",

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Nielsen, SD, Ibsen, LB & Nielsen, BN 2015, Dynamic behaviour of mono bucket foundations subjected to combined transient loading. i V Meyer (red.), Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 . bind 1, CRC Press, London , s. 313-318, The 3rd Internationl symposium on Frontiers in offshore Geotechnics, Oslo, Norge, 10/06/2015.

Dynamic behaviour of mono bucket foundations subjected to combined transient loading. / Nielsen, Søren Dam; Ibsen, Lars Bo; Nielsen, Benjaminn Nordahl.
Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 . red. / Vaughan Meyer. Bind 1 London : CRC Press, 2015. s. 313-318.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

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AB - This article presents the results from small scale testing, investigating the effect of transient combined loading of a bucketfoundation. The tests are performed inside a pressure tank at Aalborg University, Denmark. The bucket foundation was installed in dense water saturated sand and transient loads were applied. The loading rate ranges from very slow, giving a drained response, to very fast, giving an undrained response. A factor of 25 was found between the drained and undrained bearing capacity.

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Dynamic behaviour of mono bucket foundations subjected to combined transient loading

Abstract

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The 3rd Internationl symposium on Frontiers in offshore Geotechnics

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