Effect Of Clays Fraction To California Bearing Ratio Laboratory Test Value With And Without Soaked

dc.contributor.authorNugroho, Soewignjo Agus
dc.contributor.authorSatibi, Syawal
dc.contributor.authorFatnanta, Ferry
dc.date.accessioned2015-12-15T02:50:06Z
dc.date.available2015-12-15T02:50:06Z
dc.date.issued2015-12-15
dc.description.abstractJn design of highway, soil bearing capacity is ve1y affecting the thickness of pavement. One of the methods to determine the soil bearing capacity in Tndonesia is CBR (California Bearing Ratio) test. The field soil conditions are soaked (saturated) and un-soaked, considering these conditions, conducted CBR testing in the laboratory on soaked and un-soaked conditions. This research aims to make comparisons between CBR soaked test resultsfor CBR un-soaked in some variation of clay content and make simple comparisons between CBR soaked for CBR un-soaked by considering the soil properties whereas can be predicted the CBR soaked value based on the CBR un-soaked test results. The results showed that there was a linear correlation between the CBR soaked and CBR un-soaked also influenced by the nature of the index (the properties of the soil). The maximum value ofCBR ranges of30-40 percent clay contenten_US
dc.description.sponsorshipSecond International Conference on Geotechnique, Construction Materials and Environment, Kuala Lumpur, Malaysia, Nov.14-16. 2012en_US
dc.identifier.isbn978-4-9905958-1-4c3051
dc.identifier.otherwahyu sari yeni
dc.identifier.urihttp://repository.unri.ac.id/xmlui/handle/123456789/7643
dc.language.isoenen_US
dc.subjectCalifornia Bearing Ratioen_US
dc.subjectSoaked and un-soakeden_US
dc.subjectcorrelationen_US
dc.titleEffect Of Clays Fraction To California Bearing Ratio Laboratory Test Value With And Without Soakeden_US
dc.typeUR-Scientific Work Lectureren_US

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