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California bearing ratio behavior of cement-stabilized fly ash-soil mixes

Pandian, NS and Krishna, KC (2002) California bearing ratio behavior of cement-stabilized fly ash-soil mixes. In: Journal of Testing and Evaluation, 30 (6). pp. 492-496.

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Official URL: http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTE...

Abstract

Thermal power stations using pulverized coal as fuel generate large quantities of fly ash as a byproduct, which has created environmental and disposal problems. Using fly ash for gainful applications will solve these problems. Among the various possible uses for fly ash, the most massive and effective utilization is in geotechnical engineering applications like backfill material, construction of embankments, as a subbase material, etc. A proper understanding of fly ash-soil mixes is likely to provide viable solutions for its large-scale utilization. Earlier studies initiated in the laboratory have resulted in a good understanding of the California Bearing Ratio (CBR) behavior of fly ash-soil mixes. Subsequently, in order to increase the CBR value, cement has been tried as an additive to fly ash-soil mixes. This paper reports the results.

Item Type: Journal Article
Additional Information: Copyright of this article belongs to ASTM International.
Keywords: California bearing ratio;fly ash;cement;black cotton soil
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 04 Aug 2011 05:15
Last Modified: 04 Aug 2011 05:15
URI: http://eprints.iisc.ernet.in/id/eprint/39026

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