Volumetric and hydraulic behaviour of compacted natural clay–sand mixtures during wet–dry cycles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02727-7.pdf
Reference56 articles.
1. Abbey SJ, Eyo EU, Ng’ambi S (2020) Swell and microstructural characteristics of high-plasticity clay blended with cement. Bull Eng Geol Environ 79:2119–2130. https://doi.org/10.1007/s10064-019-01621-z
2. Akcanca F, Aytekin M (2012) Effect of wetting-drying cycles on swelling behavior of lime stabilized sand-bentonite mixtures. Environ Earth Sci 66:67–74. https://doi.org/10.1007/s12665-011-1207-5
3. Aksu I, Bazilevskaya E, Karpyn ZT (2015) Swelling of clay minerals in unconsolidated porous media and its impact on permeability. GeoResJ 7:1–13. https://doi.org/10.1016/j.grj.2015.02.003
4. AI-Homoud AS, Basma AA, Malkawi AIH, Al Bashabsheh MA (1995) Cyclic swelling behavior of clays. J Geotech Eng 121:562–565. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:7(562)
5. ASTM D5084–10 (2010) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D5084-10
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