@inproceedings{1e22c95b55bb43dba874dd217bb9e47b,
title = "Triaxial testing beyond yielding",
abstract = "This paper is continuation of work published at ISOPE 2015, where capabilities of undrained triaxial testing were presented. Now, drained loading is emphasized, recovery of disturbed sand properties is observed.After liquefying or yielding, sand becomes disturbed: stiffness and resistance to liquefaction become compromised. However, sand can {"}heal{"} itself. It can recover during drained deformation cycles. The recovery mechanism can be observed using a triaxial apparatus. Such tests are relevant for offshore, seismic, and other fields of engineering, where disturbed soil states are encountered.",
keywords = "triaxial, sand, strain space, stable stiffness triangle",
author = "Tomas Sabaliauskas and Ibsen, {Lars Bo}",
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year = "2017",
language = "English",
isbn = "978-1-880653-97-5",
volume = "27",
booktitle = "ISOPE-2017",
publisher = "International Society of Offshore & Polar Engineers",
}