Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples-Reference-Cited by-同舟云学术

Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples

Published:2022-02 Issue:2 Volume:59 Page:300-303
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Berre Toralv¹¹,Lunne Tom¹¹,L’Heureux Jean-Sebastien¹¹

Affiliation:

1. Norwegian Geotechnical Institute, Geotechnics and Natural Hazards, P.O. Box 3930, Høgskoleringen 9, Oslo, N-0806, Norway.

Abstract

When using initial deformation from oedometer tests to quantify sample disturbance, a correction for false deformation is sometimes needed. A method to determine this false deformation is presented.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

https://cdnsciencepub.com/doi/pdf/10.1139/cgj-2020-0551

Reference6 articles.

1. Test fill on soft plastic marine clay at Onsøy, Norway

2. Characterization and engineering properties of the NGTS Onsøy soft clay site

3. ISO. 2014. Petroleum and natural gas industries – specific requirements for offshore structures – Part 8: marine soil investigations. International Standard ISO 19901-8:2014.

4. Strength and deformation properties of Norwegian clays from laboratory tests on high-quality block samples

5. The Tiller-Flotten research site: Geotechnical characterization of a very sensitive clay deposit

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