Effects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilised kaolinite
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OpenAlex topics: Soil and Unsaturated Flow · Clay minerals and soil interactions · Landfill Environmental Impact Studies
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References (24)
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19. Vyalov, S.S., 1986. Developments in geotechnical engineering. Rheology Fundamentals of Soil Mechanics, ISBN 0-444-42223-4 (Vol. 36), ISBN 0-444-41662-5 (Series), Elsevier.
20. Sulphate expansion of lime-stabilised kaolinite: Part II. Reaction products and expansion10.1180/claymin.1993.028.4.07 ↗
21. Effects of ground granulated blastfurnace slag (ggbs) on the strength and swelling properties of lime stabilised kaolinite in the presence of sulphates10.1180/claymin.1996.031.3.12 ↗
22. Wild, S., Kinuthia, J.M., Jones, G.I., Higgins, D.D., 1998a. Effects of partial substitution of lime with ground granulated blastfurnace slag (ggbs) on the strength properties of lime stabilised sulphate bearing clay. Journal of Engineering Geology, Elsevier Science, Amsterdam, in press.10.1016/S0013-7952(98)00039-8 ↗
23. Wild, S., Kinuthia, J.M., Jones, G.I., Higgins, D.D., 1998b. Suppression of swelling associated with ettringite formation in lime-stabilised sulphate bearing clay soils by partial substitution of lime with ground granulated blastfurnace slag (ggbs). Journal of Engineering Geology, Elsevier Science, Amsterdam, in press.10.1016/S0013-7952(98)00039-8 ↗
24. Yong, R.N., Warkentin, B.P., 1975. Developments in Geotechnical Engineering, Soil Properties and Behaviour, Vol. 5, ISBN 0-444-41167-4, Elsevier.