Stabilization of subgrade using geotextile

Sarvade, Shivaji M.; Turekar, Sufiyan (17DCES71); Waquar Ahmed, (17DCES72); Shah, Arbaz Husain (17DCES57); Patel, Punit Hasmukh (17DCES49)

dc.contributor.author	Sarvade, Shivaji M.
dc.contributor.author	Turekar, Sufiyan (17DCES71)
dc.contributor.author	Waquar Ahmed, (17DCES72)
dc.contributor.author	Shah, Arbaz Husain (17DCES57)
dc.contributor.author	Patel, Punit Hasmukh (17DCES49)
dc.date.accessioned	2022-04-27T03:18:07Z
dc.date.available	2022-04-27T03:18:07Z
dc.date.issued	2020-05
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/3869
dc.description.abstract	Soil 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.language.iso	en	en_US
dc.publisher	AIKTC	en_US
dc.subject	Project Report - CE	en_US
dc.title	Stabilization of subgrade using geotextile	en_US
dc.type	Project Report	en_US