STABILIZATION OF RESIDUAL SOIL WITH RICE HUSK ASH AND CEMENT

dc.contributor.author	MUNTOHAR, AGUS SETYO
dc.contributor.author	BASHA A, E.A.
dc.contributor.author	HASHIM A, R.
dc.contributor.author	MAHMUD A, H.B.
dc.date.accessioned	2016-09-08T16:24:15Z
dc.date.available	2016-09-08T16:24:15Z
dc.date.issued	2005
dc.identifier.uri	http://repository.umy.ac.id/handle/123456789/1356
dc.description.abstract	Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results show that both cement and rice husk ash reduce 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 and strength characteristics, and economy, addition of 6–8% cement and 10–15% rice husk ash is recommended as an optimum amount.
dc.source	Construction and Building Materials 19 (2005)
dc.subject	Chemical stabilization; Cement; Rice husk ash; Residual soil
dc.title	STABILIZATION OF RESIDUAL SOIL WITH RICE HUSK ASH AND CEMENT

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