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dc.contributor.authorMUNTOHAR, AGUS SETYO
dc.contributor.authorHASHIM, ROSLAN
dc.date.accessioned2016-09-08T16:24:11Z
dc.date.available2016-09-08T16:24:11Z
dc.date.issued2008
dc.identifier.urihttp://repository.umy.ac.id/handle/123456789/1337
dc.description.abstractUnderstanding characteristics of soil mixtures lead to increasing the confidence level before applying such materials in the field. The outcomes of this study can provide insight into the index properties and swelling – compressibility behaviour of sand – bentonite mixtures, between non-swelling materials and swelling materials. Series of laboratory tests were conducted to evaluated index properties, compaction, strength, and swelling behaviour of the sand – bentonite mixtures. The result of this study indicated that the existence of bentonite in the soil mixtures influence the swelling behaviour, which follows hyperbolic curve model. Amount and size of non swelling fraction reduced the swelling and compressibility of expansive soils.
dc.sourceJurnal Rekayasa Sipil (JRS), Vol. 1 No. 1, Januari 2008
dc.subjectexpansive soil, swelling, sand-bentonite mixtures, index properties, geotechnical properties
dc.titleEFFECT OF SAND FRACTION ON THE BEHAVIOUR OF SAND-BENTONITE MIXTURES


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