Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/1821
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dc.contributor.authorSabavath, Shankar-
dc.contributor.authorVarri, Rajivkanth-
dc.contributor.authorD.S.N.V., Amar Kumar-
dc.contributor.authorPrasad, CSRK-
dc.date.accessioned2024-11-29T05:20:47Z-
dc.date.available2024-11-29T05:20:47Z-
dc.date.issued2011-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/1821-
dc.descriptionNITWen_US
dc.description.abstractThe strength of the subgrade is an important parameter in assessment of the behavior of pavement to traffic loads. The traditional techniques for pavement subgrade evaluation such as the California bearing ratio CBR), plate loading test and several nondestructive tests NDT gained popularity in India in recent years. This is mainly because of the inherent capability of obtaining required information quick and easy due to their simplicity in design and portability. Hence, the aim of this paper falling weight deflectometer (PFWD) and "Penetration rate (PR)"obtained from dynamic cone penetration test (DCP)en_US
dc.language.isoenen_US
dc.subjectIn-situen_US
dc.subjectSubgradeen_US
dc.subjectLow volume roadsen_US
dc.titleEvaluation of In-Situ Subgrade Strength for Low Volume Roadsen_US
dc.typeOtheren_US
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