Suppression of swelling associated with ettringite formation in lime stabilized sulphate bearing clay soils by partial substitution of lime with ground granulated blastfurnace slag (GGBS)

Author:

Wild S.,Kinuthia J.M.,Jones G.I.,Higgins D.D.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference25 articles.

1. Sulphate expansion of lime-stabilised kaolinite: I physical characteristics;Abdi;Clay Minerals,1993

2. Microstructural development in cured soil–lime composites;Arabi;Journal of Materials Science,1986

3. Asbridge, A.H., Walters, G.V., Jones, T.R., 1994. Ternary blended concretes–OPC/GGBS/Metakaolin. In: Proc. Int. Conf. Concrete Across Borders, Danish Concere Association, Odense, vol. II, pp. 547–557.

4. Bijen, J.G., 1996. Blast Furnace Slag Cement ISBN 90-71806 24-3. Association of the Netherlands Cement Industry (VNC).

5. BS 1377-British Standard Methods of Test for Soils for Civil Engineering Purposes.

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