Effect of the cement-rice husk ash on the plasticity and compaction of soil

Basha, E.A. and Hashim, Roslan and Muntohar, A.S. (2003) Effect of the cement-rice husk ash on the plasticity and compaction of soil. Electronic Journal of Geotechnical Engineering, 8 A. ISSN 10893032

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Abstract

The chemical stabilisation of soils was studied by using cement and rice husk ash. Three types of soils, residual soils, kaolinite and bentonite, were used in the study. The experimental study included the evaluation of the main index properties of the soil and compaction, along with a characterisation of the materials through X-Ray diffraction. Test results show that both cement and rice husk ash reduces the plasticity of soils. In term of compactability, addition of rice husk ash and cement decreases the maximum dry density and increases the optimum moisture content. From the viewpoint of plasticity, compaction characteristics, and economy, addition of 6 - 8 percent cement and 10 - 15 percent rice husk ash are recommended as an optimum amount.

Item Type: Article
Additional Information: Cited By (since 1996):11 Export Date: 16 December 2013 Source: Scopus Language of Original Document: English Correspondence Address: Basha, E.A.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia References: Methods of test for soils for civil engineering purposes (1990), British Standard Institution, BS 1377 - 1990: Part 2, and 4Gidley, J.S., Sack, W.S., Environmental aspects of waste utilization in construction (1984) Journal of Environmental Engineering, ASCE, 110 (6), pp. 1117-1133; Grim, R.E., (1968) Clay Mineralogy, pp. 185-233. , 2nd Ed., Mc. Graw Hill, New York, USA, ch. 7; James, J., Rao, S.M., Silica from rice husk through thermal decomposition (1986) Thermochimica Acta, 97, pp. 329-336; James, J., Rao, S.M., Reactivity of rice husks ash (1986) Cement and Concrete Research, 16, pp. 296-302; Kamon, M., Nontananandh, S., Combining industrial wastes with lime for soil stabilization (1991) Journal of Geotechnical Engineering, 117, pp. 1-17; Mehta, P.K., Influence of fly ash characteristics on the strength of portland - Fly ash mixtures (1985) Cement Concrete Research, 15, pp. 669-674; Muntohar, A.S., Hantoro, G., Influence of the Rice Husk Ash and Lime on Engineering Properties of Clayey Subgrade (2000) Electronic Journal of Geotechnical Engineering, 5. , 2000, Paper#019, Oklahoma, USA. www.ejge.com; Payá, J., Monzó, J., Borrachero, M.V., Mellado, A., Ordoñez, L.M., Determination of amorphous silica in rice husk ash by rapid analytical method (2001) Cement and Concrete Research, 31, pp. 212-231; Rahman, M.A., Effect of cement-rice husk ash mixtures on geotechnical properties of lateritic soils (1987) Journal of Soils and Foundations, 27 (2), pp. 61-65; Rydholm, S.A., (1965) Pulping Processes, pp. 1049-1053. , Interscience Publishers, New York; Tay, J.H., Sludge ash as filler for portland cement (1987) Journal of Environmental Engineering, ASCE, 113, pp. 345-351; Zhang, M.H., Lastra, R., Malhotra, V.M., Rice husk ash paste and concrete: Some aspects of hydration and the microstructure of the interfacial zone between the aggregate and paste (1996) Cement and Concrete Research, 26 (6), pp. 963-977
Uncontrolled Keywords: Compaction, Cement, Chemical stabilisation, Consistency limits, Rice husk ash, compaction, plasticity, rice, soil stabilization
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 01 Apr 2014 01:57
Last Modified: 24 Jan 2019 09:06
URI: http://eprints.um.edu.my/id/eprint/8822

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