A sound understanding of near-surface soil strength is essential for the accurate prediction of the response of structures laid on or shallowly embedded in the seabed. However, characterisation of the uppermost region of the seabed, which is typically very soft and at a low-stress state, is extremely challenging. This paper demonstrates a novel technique for characterising the in situ undrained shear strength of near-surface soils using a newly-developed pile penetrometer. The pile penetrometer is vertically embedded into the near-surface soil and is driven laterally. A simple calculation of the resistance mobilised over the embedded depth of the pile penetrometer is presented along with its application to the continuous measurement of spatial variation in near-surface strength in virgin and disturbed regions of soil.
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ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
June 8–13, 2014
San Francisco, California, USA
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4541-7
PROCEEDINGS PAPER
Continuous Characterisation of Near-Surface Soil Strength
Michael Cocjin,
Michael Cocjin
University of Western Australia, Perth, WA, Australia
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David White,
David White
University of Western Australia, Perth, WA, Australia
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Susan Gourvenec
Susan Gourvenec
University of Western Australia, Perth, WA, Australia
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Michael Cocjin
University of Western Australia, Perth, WA, Australia
David White
University of Western Australia, Perth, WA, Australia
Susan Gourvenec
University of Western Australia, Perth, WA, Australia
Paper No:
OMAE2014-23469, V003T10A010; 7 pages
Published Online:
October 1, 2014
Citation
Cocjin, M, White, D, & Gourvenec, S. "Continuous Characterisation of Near-Surface Soil Strength." Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. Volume 3: Offshore Geotechnics. San Francisco, California, USA. June 8–13, 2014. V003T10A010. ASME. https://doi.org/10.1115/OMAE2014-23469
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