In Situ Alteration of the Hydro-Mechanical Behaviour of a Compacted Stabilised Expansive Soil

This paper assesses the performance of an embankment constructed in 2010 with a stabilised expansive soil. Two types of treatment were employed at construction time: 4% lime and a mix of 2% lime and 3% cement. A sampling campaign was carried out in 2021 to evaluate the long-term performance of the s...

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Bibliographic Details

Published in:	Geotechnics
Main Authors:	Nicolas Chabrat, Olivier Cuisinier, Farimah Masrouri
Format:	Article
Language:	English
Published:	MDPI AG 2023-09-01
Subjects:	soil stabilisation durability expansive soils compressibility shrinkage
Online Access:	https://www.mdpi.com/2673-7094/3/3/49