ANALYSIS OF BASIC SOIL SUPPORT BASED ON FIELD CBR AND CBR LABORATORY FOR ROAD REHABILITATION LINGKAR KARAWANG, WEST JAVA

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dc.contributor.authorSetiawan, Asep
dc.contributor.authorAkbar, Sandy Radhitya
dc.contributor.authorAgustian, Yanyan
dc.date.accessioned2021-02-16T09:05:31Z
dc.date.available2021-02-16T09:05:31Z
dc.date.issued2020
dc.description.abstractBearing capacity and density level are factors that affect the stability of the subgrade, therefore it is necessary to test the bearing capacity and soil density to be used as subgrade whether it meets the required conditions. This needs to be done to avoid the instability of the pavement layer which can disturb comfort and even endanger road users and the surrounding community. pavement. The method used was to determine the bearing capacity of the subgrade based on the CBR of the field with the DCP tool and to know the carrying capacity of the subgrade stability based on the CBR of the submerged laboratory. From the research results, it was found that the soil in the optimum moisture content condition, the more compacted it will increase the CBR (carrying capacity). In the CBR test in the field using the DCP tool, it was found that the CBR segment was 8.16%. While the subgrade bearing capacity obtained based on the correlation graph between the subgrade bearing capacity and CBR is 5.7 cm2. So the type of soil in this test MH (clay silt / high plasticity silt) is classified in the classification of good soil / very good soil.en_US
dc.identifier.issn0038-111X
dc.identifier.urihttp://repository.widyatama.ac.id/xmlui/handle/123456789/12552
dc.language.isoenen_US
dc.publisherSolid State Technology Volume: 63 Issue: 3en_US
dc.subjectBearing Capacityen_US
dc.subjectDensityen_US
dc.subjectSubgradeen_US
dc.titleANALYSIS OF BASIC SOIL SUPPORT BASED ON FIELD CBR AND CBR LABORATORY FOR ROAD REHABILITATION LINGKAR KARAWANG, WEST JAVAen_US
dc.typeArticleen_US
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