Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil

The positive effects of lime or cement treatment could be altered by weathering in the very long term. In this context, the main purpose of this study is to examine the impact of wetting/drying cycles on the strength and the hydraulic conductivity of a compacted soil treated with lime and cement. Co...

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Main Authors: Cuisinier Olivier, Masrouri Farimah
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/55/e3sconf_e-unsat2020_06008.pdf
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spelling doaj-95439d8815634b99ad6a7941fe42d5c32021-04-02T14:15:56ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011950600810.1051/e3sconf/202019506008e3sconf_e-unsat2020_06008Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soilCuisinier Olivier0Masrouri Farimah1LEMTA ,UMR 7563 Université de Lorraine – CNRSLEMTA ,UMR 7563 Université de Lorraine – CNRSThe positive effects of lime or cement treatment could be altered by weathering in the very long term. In this context, the main purpose of this study is to examine the impact of wetting/drying cycles on the strength and the hydraulic conductivity of a compacted soil treated with lime and cement. Compacted specimens were cured for 90 days before being exposed up to twelve wetting and drying cycles. A special concern of the study was the experimental method to impose the wetting and drying cycles. Two protocols were employed: one relied on relative humidity control to dry the samples, while the other was based on oven drying. The impact of the cycles was quantified by comparing the performance of the samples exposed to the cycles to the performance of the unsolicited samples. The results showed that the cycles induced a major alteration of the strength of the samples, with both methods. This degradation is associated to a significant increase of the hydraulic conductivity of the samples with the number of cycles.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/55/e3sconf_e-unsat2020_06008.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Cuisinier Olivier
Masrouri Farimah
spellingShingle Cuisinier Olivier
Masrouri Farimah
Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
E3S Web of Conferences
author_facet Cuisinier Olivier
Masrouri Farimah
author_sort Cuisinier Olivier
title Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
title_short Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
title_full Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
title_fullStr Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
title_full_unstemmed Impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
title_sort impact of wetting/drying cycles on the hydromechanical behaviour of a treated soil
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2020-01-01
description The positive effects of lime or cement treatment could be altered by weathering in the very long term. In this context, the main purpose of this study is to examine the impact of wetting/drying cycles on the strength and the hydraulic conductivity of a compacted soil treated with lime and cement. Compacted specimens were cured for 90 days before being exposed up to twelve wetting and drying cycles. A special concern of the study was the experimental method to impose the wetting and drying cycles. Two protocols were employed: one relied on relative humidity control to dry the samples, while the other was based on oven drying. The impact of the cycles was quantified by comparing the performance of the samples exposed to the cycles to the performance of the unsolicited samples. The results showed that the cycles induced a major alteration of the strength of the samples, with both methods. This degradation is associated to a significant increase of the hydraulic conductivity of the samples with the number of cycles.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/55/e3sconf_e-unsat2020_06008.pdf
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