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Undrained instability detection under general stress conditions

Leguizamón-Barreto, Luis C. and Ramos-Cañón, Alfonso M. and Andrade, José E. (2021) Undrained instability detection under general stress conditions. Acta Geotechnica, 16 (10). pp. 3041-3059. ISSN 1861-1125. doi:10.1007/s11440-021-01241-6. https://resolver.caltech.edu/CaltechAUTHORS:20210727-192410218

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Abstract

This work proposes a criterion for the detection of undrained instability under multiaxial stress conditions at elemental level. To do so, it develops the application of the proposed criterion to the implicit implementation of a multiaxial elastoplastic constitutive model, which considers the effect of inherent anisotropy for the simulation of monotonic loading. The general criterion proposed is validated through the simulation of undrained torsional shear tests in Toyoura sand. The application of the criterion shows precision at onset of both liquefaction and phase transformation mechanisms, in general stress conditions through the variation of the intermediate principal stress ratio b. By considering different ranges of the initial void ratio and confining pressure, the representation of the collapse surface in three-dimensional stress space and in critical state space is shown and the phase transformation surface is presented in the critical state space. The interaction of the collapse and phase transformation surfaces offers the possibility of better understanding the influence of the initial void ratio and the confining pressure in the mechanical behavior of geomaterials in undrained conditions and the occurrence of the related instability processes.


Item Type:Article
Related URLs:
URLURL TypeDescription
https://doi.org/10.1007/s11440-021-01241-6DOIArticle
https://rdcu.be/cqaYMPublisherFree ReadCube access
ORCID:
AuthorORCID
Leguizamón-Barreto, Luis C.0000-0002-3316-3768
Additional Information:© The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2021. Received 04 June 2020; Accepted 29 May 2021; Published 28 June 2021.
Subject Keywords:Collapse surface; Granular materials; General stresses; Inherent anisotropy; Material instability criterion; Phase transformation surface
Issue or Number:10
DOI:10.1007/s11440-021-01241-6
Record Number:CaltechAUTHORS:20210727-192410218
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20210727-192410218
Official Citation:Leguizamón-Barreto, L.C., Ramos-Cañón, A.M. & Andrade, J.E. Undrained instability detection under general stress conditions. Acta Geotech. 16, 3041–3059 (2021). https://doi.org/10.1007/s11440-021-01241-6
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:110034
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:28 Jul 2021 16:46
Last Modified:04 Oct 2021 22:06

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