A dense prehydrated GCL (DPH) was subjected to partial but increasingly severe drying cycles alternated with permeation with a calcium solution. The permeability remained low for desiccation water contents higher than the manufacturing (prehydration) water content. Increasingly long permeation was however necessary to recover low permeability. The permeability increased irreversibly for desiccation water content lower than that of prehydration. Test results indicate the permeability of DPH GCLs subjected to dry/wet cycles coupled with cation exchange strongly depends on the extent of desiccation.

Hydraulic conductivity of a dense prehydrated GCL subjected to partial desiccation / Mazzieri, Francesco; Pasqualini, Erio; Di Emidio, G.; Van Impe, W.. - STAMPA. - 1:(2009), pp. 885-888. [10.3233/978-1-60750-031-5-885.]

Hydraulic conductivity of a dense prehydrated GCL subjected to partial desiccation

MAZZIERI, Francesco;PASQUALINI, Erio;
2009-01-01

Abstract

A dense prehydrated GCL (DPH) was subjected to partial but increasingly severe drying cycles alternated with permeation with a calcium solution. The permeability remained low for desiccation water contents higher than the manufacturing (prehydration) water content. Increasingly long permeation was however necessary to recover low permeability. The permeability increased irreversibly for desiccation water content lower than that of prehydration. Test results indicate the permeability of DPH GCLs subjected to dry/wet cycles coupled with cation exchange strongly depends on the extent of desiccation.
2009
Proceedings of XVIIth International Conference on Soil Mechanics and Foundation Engineering,
9781607500315
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11566/63745
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