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(iv) Soils containing predominantly non-expansive 9. Mehra, S.R., and Uppal, H.L., Use of stabilised
clay minerals could be utilised for soil-cement soil in engineering construction, Section I : Effect
block production with the following limits for of moisture of compaction on the structural
soil grading and durability aspects. stability of soils, Journal of Indian Road Congress,
1949, Vol.14, pp.293-310.
(a) Sand content = 70± 5 percent, clay size
fraction = < 15 percent and 10. Mehra, S.R., and Uppal, H.L., Use of stabilised

soil in engineering construction, Section II :
(b) Expansion due to saturation < 0.15 Resistance of cement soil mixtures to action
percent.
of water, Journal of Indian Road Congress, 1950,
Vo1.15,pp. 184-196.
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2. Lambe, T.W., Soil stabilisation, Chapter-4, Vol.15,pp.197-204.
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4. Chadda, L.R, Construction of soil-cement floors, in engineering construction, Section VI :Adhesion
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5. DE, P.L., Soil-cement for foundations of buildings, 14. Mitra, J.N., Suitability of soil for stabilised soil
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15. Madhavan, R. and Narasinga Rao, C.N., Report on
6. Joshi, G.C, and Shukla, K.P., Soil-cement in river
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8. Verma, P.L. and Mehra, S.R, Use of soil-cement 18. Bokhari, A.H., A Study of Soil-cement Blocks in
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