Hostname: page-component-78c5997874-v9fdk Total loading time: 0 Render date: 2024-11-10T05:57:18.201Z Has data issue: false hasContentIssue false

The Fabric of Soil—Cement and Its Formation

Published online by Cambridge University Press:  01 July 2024

James K. Mitchell
Affiliation:
Department of Civil Engineering, University of California, Berkeley, USA
Sid Ahmed El Jack*
Affiliation:
Department of Civil Engineering, University of California, Berkeley, USA
*
*Present address: Faculty of Engineering, Kharteum, Sudan Republic.
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

The electron microscope has been used to study changes in particle size, shape, and arrangement that occur during the hydration of clay in soil—cement. Samples of kaolinite, of a mixture of silica flour and montmorillonite, and of a natural silty clay were mixed with sufficient portland cement to produce soft—cement. Specimens were cured at constant moisture content for periods up to 32 weeks after compaction at optimum moisture content for the mixture. At the end of the curing period surfaces of fresh fractures were replicated, and the replicas were studied using the electron microscope.

All three mixtures showed similar behavior. Initially the fabric is one of separate portland cement grains distributed throughout the clay soil. As hydration of the cement proceeds, cement hydrate gel forms along the edges of groups of clay particles. Reaction between the soil and the cement is observed early in the hydration period. As hydration continues the soil grains are more and more broken down and the cement gel diffuses more extensively throughout the mass. Eventually, the breakdown of the soil minerals and the formation of hydration products reaches a point whore the soil and cement can no longer be distinguished as separate phases.

Type
Research Article
Copyright
Copyright © Clay Minerals Society 1966

References

Diamond, S., White, J. C. and Dolch, W. L. (1964) Transformation of clay minerals by calcium hydroxide attack: Clays and Clay Minerals, Proc. 12th Conf., Pergamon Press, New York, 359–79.Google Scholar
Eades, J. L. and Grim, R. E. (1960) Reaction of hydrated lime with pure clay minerals in soil stabilization: Highway Research Board Bull. 262.Google Scholar
El Jack, S. A. (1965) A study of cement-clay interaction: Ph.D. Thesis, University of California, Berkeley.Google Scholar
Glenn, G. R. and Handy, R. L. (1963) Lime-clay mineral reaction products: Paper presented at 42nd ann. meeting Highway Research Board, Washington, D.C.Google Scholar
Goldberg, I. and Klein, A. (1952) Some effects of treating expansive clays with calcium hydroxide: American Society for Testing and Materials, Spec. Tech. Publ. 142, pp. 5371.Google Scholar
Herzog, A. and Mitchell, J. K. (1963) Reactions accompanying the stabilization of clay with cement: Highway Research Record No. 36, 146171.Google Scholar
Mон, Z. C. (1962) Soil stabilization with cement and sodium additives: Jour. Soil Mechanics and Foundation Div., Amer. Soc. Civil Engineers, 88 81105.Google Scholar
Sloane, R. L. (1964) Early reaction determination in two hydroxide-kaolinite systems by electron microscopy and diffraction: Clays and Clay Minerals, Proc. 13th Conf., Pergamon Press, New York (in press).Google Scholar