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dc.contributor.authorMUNTOHAR, AGUS SETYO
dc.date.accessioned2016-09-08T16:24:16Z
dc.date.available2016-09-08T16:24:16Z
dc.date.issued2002
dc.identifier.urihttp://repository.umy.ac.id/handle/123456789/1364
dc.description.abstractIn this research, a series of laboratory tests has been conducted. The tests were carried out individually or in a combination in which the Rice Husk Ash (RHA) content were varied from 7.5, 10, and 12.5 percent, and the lime content from 2, 4, 6, and 10 percent (by the dry weight of soil). All the samples have been remoulded at their optimum moisture content (OMC) and maximum dry density (MDD). The research shows that lime – rice husk ash decreased the swell of expansive soil and improved its strength and bearing capacity.
dc.sourceSemesta Teknika, No. 4 Vol.1 November 2000
dc.subjectsoil improvement, expansive soil, uncontrolled – burnt, rice husk ash.
dc.titleUTILIZATION OF UNCONTROLLED BURNT RICE HUSK ASH IN SOIL IMPROVEMENT


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