Dynamic behaviour of mono bucket foundations subjected to combined transient loading

Søren Dam Nielsen, Lars Bo Ibsen, Benjaminn Nordahl Nielsen

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

3 Citations (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.
Original languageEnglish
Title of host publicationFrontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015
EditorsVaughan Meyer
Number of pages6
Volume1
Place of PublicationLondon
PublisherCRC Press
Publication date2015
Pages313-318
ISBN (Print)978-1-138-02850-0 (Volume 1)
ISBN (Electronic)978-1-215-67551-0 (ebook PDF- Vol.1+2)
Publication statusPublished - 2015
EventThe 3rd Internationl symposium on Frontiers in offshore Geotechnics - Oslo, Norway
Duration: 10 Jun 201512 Jun 2015
Conference number: 3

Conference

ConferenceThe 3rd Internationl symposium on Frontiers in offshore Geotechnics
Number3
CountryNorway
CityOslo
Period10/06/201512/06/2015

Fingerprint

Bearing capacity
Sand
Testing
Water

Bibliographical 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)

Keywords

  • Bucket foundations
  • Combined transient loading

Cite this

Nielsen, S. D., Ibsen, L. B., & Nielsen, B. N. (2015). Dynamic behaviour of mono bucket foundations subjected to combined transient loading. In V. Meyer (Ed.), Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 (Vol. 1, pp. 313-318). London : CRC Press.
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 . editor / Vaughan Meyer. Vol. 1 London : CRC Press, 2015. pp. 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}",
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Nielsen, SD, Ibsen, LB & Nielsen, BN 2015, Dynamic behaviour of mono bucket foundations subjected to combined transient loading. in V Meyer (ed.), Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 . vol. 1, CRC Press, London , pp. 313-318, The 3rd Internationl symposium on Frontiers in offshore Geotechnics, Oslo, Norway, 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 . ed. / Vaughan Meyer. Vol. 1 London : CRC Press, 2015. p. 313-318.

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-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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Nielsen SD, Ibsen LB, Nielsen BN. Dynamic behaviour of mono bucket foundations subjected to combined transient loading. In Meyer V, editor, Frontiers in Offshore Geotechnics III proceedings of the third international symposium on frontiers in offshore geotechnics (isfog 2015), oslo, norway, 10-12 june 2015 . Vol. 1. London : CRC Press. 2015. p. 313-318