Coupled effects of saline solution and vertical stress on swelling deformation of compacted GMZ bentonite/sand mixtures
Author:
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02775-z.pdf
Reference83 articles.
1. Akgün H, Ada M, Koçkar MK (2015) Performance assessment of a bentonite-sand mixture for nuclear waste isolation at the potential Akkuyu nuclear waste disposal site, southern Turkey. Environ Earth Sci 73:6101–6116. https://doi.org/10.1007/s12665-014-3837-x
2. Alawaji HA (1999) Swell and compressibility characteristics of sand–bentonite mixtures inundated with liquids. Appl Clay Sci 15(3–4):411–430. https://doi.org/10.1016/S0169-1317(99)00033-2
3. Al-Mukhtar M, Qi Y, Alcover JF, Bergaya F (1999) Oedometric and water-retention behaviour of highly compacted unsaturated smectites. Can Geotech J 36(4):675–684. https://doi.org/10.1139/t99-035
4. ASTM D2435/D2435M-11 (2020) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. West Conshohocken PA USA: ASTM International
5. Baille W, Tripathy S, Schanz T (2010) Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures. Appl Clay Sci 48(3):324–333. https://doi.org/10.1016/j.clay.2010.01.002
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