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

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.

Saved in:
Bibliographic Details
Published in:Canadian geotechnical journal 2022-02, Vol.59 (2), p.300-303
Main Authors: Berre, Toralv, Lunne, Tom, L’Heureux, Jean-Sebastien
Format: Article
Language:English
Subjects:
argile molle sensible
Clay
Composition
Deformation
Deformations (Mechanics)
essais oedométriques
essais triaxiaux
Mechanical properties
oedometer tests
Perturbation
perturbation de l’échantillon
Sample disturbance
sensitive soft clay
triaxial tests
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary: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.
ISSN:0008-3674
1208-6010
DOI:10.1139/cgj-2020-0551