Characterization and engineering properties of the NGTS Onsøy soft clay site-Reference-Cited by-同舟云学术

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Characterization and engineering properties of the NGTS Onsøy soft clay site

Published:2019 Issue:3 Volume:5 Page:665-703
ISSN:2471-2132
Container-title:AIMS Geosciences
language:en
Short-container-title:

Author:

S. Gundersen Aleksander, ,C. Hansen Ragnhild,Lunne Tom,L’Heureux Jean-Sebastien,O. Strandvik Stein,

Publisher

American Institute of Mathematical Sciences (AIMS)

Reference72 articles.

1. Grunnundersøkelse i forbindelse med planlagt forsøksfelt på Presterød ved Tønsberg

2. Undersøkelser efter mulige forsøksfelter for skjærboks og K₀ pel

3. Undrained shear strength for foundation design at the Luva deep water field in the Norwegian Sea

4. Characterisation and engineering properties of Onsøy clay

5. Petroleum and natural gas industries-Specific requirements for offshore structures

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1. Effect of temperature rise on the mechanical behaviour of deep-sea clay surrounding oil and gas pipelines;Ocean Engineering;2024-06

2. Determination of the overconsolidation ratio and undrained shear strength of cohesive soils by CPTu measurement;Applied Ocean Research;2024-05

3. An automated system for determining soil parameters: Case study;E3S Web of Conferences;2024

4. Disturbance of sand samples obtained by piston samplers and ground freezing;E3S Web of Conferences;2024

5. Medusa SDMT testing at the Onsøy Geo-Test Site, Norway;E3S Web of Conferences;2024

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