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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 |
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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 |
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Country/Territory | United States |
City | Anchorage, Alaska |
Period | 30/06/2013 → 05/07/2013 |
Series | Proceedings of the International Offshore and Polar Engineering Conference |
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ISSN | 1098-6189 |
Keywords
- Cyclic Loading
- Contour Diagram
- Undrained Dense Sand
- Triaxial Testing
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Dive into the research topics of 'Undrained Cyclic Behaviour of Dense Frederikshavn Sand'. Together they form a unique fingerprint.Activities
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Twenty-third (2013) International Offshore and Polar Engineering Conference
Søren Dam Nielsen (Lecturer)
30 Jun 2013 → 5 Jul 2013Activity: Talks and presentations › Conference presentations