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Infiltration Column for Studying the Lateral Swell Behavior of Expansive Clay

Authors :
Simona Saba
Anh Minh Tang
Jean-Dominique Barnichon
Yu-Jun Cui
Laboratoire Navier (navier umr 8205)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)
Institut de Radioprotection et de Sûreté Nucléaire (IRSN)
Géotechnique (cermes)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)
Source :
Geotechnical Testing Journal, Geotechnical Testing Journal, ASTM International, 2016, 39 (3), pp.407-414. ⟨10.1520/GTJ20150151⟩
Publication Year :
2016
Publisher :
HAL CCSD, 2016.

Abstract

International audience; Infiltration column is usually used to investigate the hydro-mechanical processes in unsaturated expansive clay. In this test, the moisture transfer is often monitored along the column during water infiltration using suction or water content probes. Nevertheless, the lateral swelling pressure developed is rarely considered. This paper describes an infiltration column for studying the lateral swell behavior of expansive clay. The column consists of a rigid cell ensuring the constant-volume condition and a hydraulic system enabling the water intake of the hosted sample. It is equipped with three types of sensors: pressure sensors, force transducers, and displacement transducers to, respectively, monitor the radial and axial swelling pressure of the sample at different positions and to check whether any axial displacement is taking place. A detailed description of the different parts of the cell is first presented. Second, analysis on the results of a test on a compacted bentonite/sand mixture allows the pertinence of such a device to be evaluated.

Details

Language :
English
ISSN :
01496115
Database :
OpenAIRE
Journal :
Geotechnical Testing Journal, Geotechnical Testing Journal, ASTM International, 2016, 39 (3), pp.407-414. ⟨10.1520/GTJ20150151⟩
Accession number :
edsair.doi.dedup.....3b249f3b4959ce801c571abacd15c477
Full Text :
https://doi.org/10.1520/GTJ20150151⟩