Overconsolidation effects on secondary compression rates
Identifieur interne : 001B92 ( Main/Exploration ); précédent : 001B91; suivant : 001B93Overconsolidation effects on secondary compression rates
Auteurs : E. Alonso [Espagne] ; A. Lloret [Espagne] ; A. Gens [Espagne] ; M. Salvado [Espagne]Source :
Descripteurs français
- Pascal (Inist)
English descriptors
Abstract
The secondary compression behaviour of a reconstituted low plasticity clay has been investigated. Oedometer tests performed included loading, unloading and reloading sequences. In this way the effect of OCR, loading increment ratio and the intensity of the final reloading or creeping stress was determined. It was found that, once the soil is overconsolidated (OCR ≥ 1.5), the secondary compression deformations depend on the loading increment ratio and the current creeping stress. A working model for secondary compression strains, which incorporates the experimental findings, was developed. Secondary deformations are proportional to the primary deformations associated with the loading increment ratio and to a function of time, which is controlled by the intensity of the reloading stress. Model predictions and actual measurements are in good agreement for a significant number of tests characterised by widely different stress sequences
Affiliations:
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Le document en format XML
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<author><name sortKey="Salvado, M" sort="Salvado, M" uniqKey="Salvado M" first="M." last="Salvado">M. Salvado</name>
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<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>clay</term>
<term>consolidometer tests</term>
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<term>overconsolidated materials</term>
<term>strain</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Etude laboratoire</term>
<term>Compression oedométrique</term>
<term>Argile</term>
<term>Matériau surconsolidé</term>
<term>Déformation sous contrainte</term>
<term>Compression secondaire</term>
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<front><div type="abstract" xml:lang="en">The secondary compression behaviour of a reconstituted low plasticity clay has been investigated. Oedometer tests performed included loading, unloading and reloading sequences. In this way the effect of OCR, loading increment ratio and the intensity of the final reloading or creeping stress was determined. It was found that, once the soil is overconsolidated (OCR ≥ 1.5), the secondary compression deformations depend on the loading increment ratio and the current creeping stress. A working model for secondary compression strains, which incorporates the experimental findings, was developed. Secondary deformations are proportional to the primary deformations associated with the loading increment ratio and to a function of time, which is controlled by the intensity of the reloading stress. Model predictions and actual measurements are in good agreement for a significant number of tests characterised by widely different stress sequences</div>
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