Undrained Cyclic Behaviour of Dense Frederikshavn Sand

Søren Kjær Nielsen; Lars Bo Ibsen; Kris Wessel Sørensen; Amir Shajarati

Undrained Cyclic Behaviour of Dense Frederikshavn Sand

Søren Kjær Nielsen, Lars Bo Ibsen, Kris Wessel Sørensen, Amir Shajarati

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

7 Citations (Scopus)

Abstract

A modified contour diagram is created for the Frederikshavn Sand in the undrained case for a relative density of ID = 80 %. It can be used to estimate the number of cycles to failure for a given combination of pore pressure, average and cyclic load ratio. The diagram is based on a series of undrained cyclic triaxial tests, which have been performed at the Geotechnical Laboratory at Aalborg University. In order to ensure offshore conditions, the tests were fully saturated and performed with a relative density of 80 %. During cyclic loading, special attention was given to the development of pore pressure and deformation.

Original language	English
Title of host publication	The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference
Number of pages	8
Volume	2
Publisher	International Society of Offshore & Polar Engineers
Publication date	2013
Pages	518-525
ISBN (Electronic)	978-1-880653-99-9
Publication status	Published - 2013
Event	The 23rd International Ocean and Polar Engineering Conference - Anchorage, Alaska, United States Duration: 30 Jun 2013 → 5 Jul 2013

Conference

Conference	The 23rd International Ocean and Polar Engineering Conference
Country/Territory	United States
City	Anchorage, Alaska
Period	30/06/2013 → 05/07/2013

Series	Proceedings of the International Offshore and Polar Engineering Conference
ISSN	1098-6189

Keywords

Cyclic Loading
Contour Diagram
Undrained Dense Sand
Triaxial Testing

AUB Link

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Twenty-third (2013) International Offshore and Polar Engineering Conference
Søren Dam Nielsen (Lecturer)
30 Jun 2013 → 5 Jul 2013
Activity: Talks and presentations › Conference presentations

Cite this

Nielsen, Søren Kjær ; Ibsen, Lars Bo ; Sørensen, Kris Wessel et al. / Undrained Cyclic Behaviour of Dense Frederikshavn Sand. The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference. Vol. 2 International Society of Offshore & Polar Engineers, 2013. pp. 518-525 (Proceedings of the International Offshore and Polar Engineering Conference).

@inproceedings{eb9fd1a1440f42c48448e4b4e28b004b,

title = "Undrained Cyclic Behaviour of Dense Frederikshavn Sand",

abstract = "A modified contour diagram is created for the Frederikshavn Sand in the undrained case for a relative density of ID = 80 %. It can be used to estimate the number of cycles to failure for a given combination of pore pressure, average and cyclic load ratio. The diagram is based on a series of undrained cyclic triaxial tests, which have been performed at the Geotechnical Laboratory at Aalborg University. In order to ensure offshore conditions, the tests were fully saturated and performed with a relative density of 80 %. During cyclic loading, special attention was given to the development of pore pressure and deformation.",

keywords = "Cyclic Loading, Contour Diagram, Undrained Dense Sand, Triaxial Testing, Cyclic Loading, Contour Diagram, Undrained Dense Sand, Triaxial Testing",

author = "Nielsen, {S{\o}ren Kj{\ae}r} and Ibsen, {Lars Bo} and S{\o}rensen, {Kris Wessel} and Amir Shajarati",

year = "2013",

language = "English",

volume = "2",

series = "Proceedings of the International Offshore and Polar Engineering Conference",

publisher = "International Society of Offshore & Polar Engineers",

pages = "518--525",

booktitle = "The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference",

note = "The 23rd International Ocean and Polar Engineering Conference ; Conference date: 30-06-2013 Through 05-07-2013",

}

Nielsen, SK, Ibsen, LB, Sørensen, KW & Shajarati, A 2013, Undrained Cyclic Behaviour of Dense Frederikshavn Sand. in The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference. vol. 2, International Society of Offshore & Polar Engineers, Proceedings of the International Offshore and Polar Engineering Conference, pp. 518-525, The 23rd International Ocean and Polar Engineering Conference, Anchorage, Alaska, United States, 30/06/2013.

Undrained Cyclic Behaviour of Dense Frederikshavn Sand. / Nielsen, Søren Kjær; Ibsen, Lars Bo; Sørensen, Kris Wessel et al.
The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference. Vol. 2 International Society of Offshore & Polar Engineers, 2013. p. 518-525 (Proceedings of the International Offshore and Polar Engineering Conference).

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

TY - GEN

T1 - Undrained Cyclic Behaviour of Dense Frederikshavn Sand

AU - Nielsen, Søren Kjær

AU - Ibsen, Lars Bo

AU - Sørensen, Kris Wessel

AU - Shajarati, Amir

PY - 2013

Y1 - 2013

N2 - A modified contour diagram is created for the Frederikshavn Sand in the undrained case for a relative density of ID = 80 %. It can be used to estimate the number of cycles to failure for a given combination of pore pressure, average and cyclic load ratio. The diagram is based on a series of undrained cyclic triaxial tests, which have been performed at the Geotechnical Laboratory at Aalborg University. In order to ensure offshore conditions, the tests were fully saturated and performed with a relative density of 80 %. During cyclic loading, special attention was given to the development of pore pressure and deformation.

AB - A modified contour diagram is created for the Frederikshavn Sand in the undrained case for a relative density of ID = 80 %. It can be used to estimate the number of cycles to failure for a given combination of pore pressure, average and cyclic load ratio. The diagram is based on a series of undrained cyclic triaxial tests, which have been performed at the Geotechnical Laboratory at Aalborg University. In order to ensure offshore conditions, the tests were fully saturated and performed with a relative density of 80 %. During cyclic loading, special attention was given to the development of pore pressure and deformation.

KW - Cyclic Loading

KW - Contour Diagram

KW - Undrained Dense Sand

KW - Triaxial Testing

KW - Cyclic Loading

KW - Contour Diagram

KW - Undrained Dense Sand

KW - Triaxial Testing

M3 - Article in proceeding

VL - 2

T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 518

EP - 525

BT - The Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Conference

PB - International Society of Offshore & Polar Engineers

T2 - The 23rd International Ocean and Polar Engineering Conference

Y2 - 30 June 2013 through 5 July 2013

ER -

Undrained Cyclic Behaviour of Dense Frederikshavn Sand

Abstract

Conference

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Twenty-third (2013) International Offshore and Polar Engineering Conference

Cite this