Long-term characteristics of a stabilized expansive clay exposed to environmental-driven processes

Author:

Chabrat NicolasORCID,Russo Giacomo,Vitale Enza,Masrouri Farimah,Cuisinier Olivier

Funder

Horizon 2020

H2020 Marie Skłodowska-Curie Actions

Horizon 2020 Framework Programme

Publisher

Elsevier BV

Reference70 articles.

1. Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil;Guney;Build Environ,2007

2. Durability of stabilized base courses subjected to wet–dry cycles;Khoury;Int J Pavement Eng,2007

3. Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil;Stoltz;Appl Clay Sci,2012

4. Compacted clay-industrial wastes blends: long term performance under extreme freeze-thaw and wet-dry conditions;Consoli;Appl Clay Sci,2017

5. Dempsey BJ, Thompson MR. Durability properties of lime-soil mixtures. Highway Research Record No 235, HRB, National Research Council, Washington, DC; 1967. p. 61–75 .

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