Engineering behaviour of lime- and waste ceramic dust-stabilized expansive soil under continuous leaching
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-019-01648-2.pdf
Reference71 articles.
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2. Akpan O (2005) Relationship between road pavement failures, engineering indices and underlying geology in a tropical environment. Glob J Geol Sci 3(2):99–108. https://doi.org/10.4314/gjgs.v3i2.18717
3. Al-Mukhtar M, Lasledj A, Alcover JF (2010) Behaviour and mineralogy changes in lime-treated expansive soil at 20°C. Appl Clay Sci 50(2):191–198. https://doi.org/10.1016/j.clay.2010.07.023
4. Al-Mukhtar M, Khattab S, Alcover JF (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139:17–27. https://doi.org/10.1016/j.enggeo.2012.04.004
5. al-Swaidani A, Hammoud I, Meziab A (2016) Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. J Rock Mech Geotech Eng 8(5):714–725. https://doi.org/10.1016/j.jrmge.2016.04.002
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