Stabilization of subgrade using geotextile

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dc.contributor.authorSarvade, Shivaji M.
dc.contributor.authorTurekar, Sufiyan (17DCES71)
dc.contributor.authorWaquar Ahmed, (17DCES72)
dc.contributor.authorShah, Arbaz Husain (17DCES57)
dc.contributor.authorPatel, Punit Hasmukh (17DCES49)
dc.date.accessioned2022-04-27T03:18:07Z
dc.date.available2022-04-27T03:18:07Z
dc.date.issued2020-05
dc.description.abstractSoil stabilization is the process of improving the load bearing capacity and engineering properties of subgrade soil to support pavements and structures. This work examined the stabilization of two soil samples (with geotextile & without geotextile). CBR were conducted with and without geotextile. Geotextile were placed at various depths (top & bottom, middle, 1/3, 1/4). The experimental results give a clear indication that the presence of geotextiles increases the CBR value of the soil thus, geotextile should be employed as a modernized form of improving road construction on poor soils and to reduce the layer thickness of pavements. Key words: stabilization, geotextile CBR, pavement, soil.en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/3869
dc.language.isoenen_US
dc.publisherAIKTCen_US
dc.subjectProject Report - CEen_US
dc.titleStabilization of subgrade using geotextileen_US
dc.typeProject Reporten_US
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