Moisture Content Effect on Sliding Shear Test Parameters in Woven Geotextile Reinforced Pilani Soil

dc.contributor.authorKumar, Kamalesh
dc.date.accessioned2022-12-16T02:57:52Z
dc.date.available2022-12-16T02:57:52Z
dc.date.issued2013-08
dc.description.abstractWoven geotextile is widely used as reinforcing material in soil. Adhesion and interface friction are the primary parameters affecting reinforced soil performance under these conditions. They are determined using sliding shear test in the laboratory. Soil gradation, plasticity, in-situ dry density, moisture content and surface characteristics of the geotextile are important parameters affecting them. In the present experimental study, effect of moisture content on adhesion and on interface friction has been studied for local soil reinforced with woven geotextile. Trend of variation has been explained. Practical significance of the study has also been discussed.en_US
dc.identifier.issnhttp://www.ijesi.org/papers/Vol%202(8)/Version-2/B0282010015.pdf
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7886
dc.language.isoenen_US
dc.publisherInternational Journal of Engineering Science Inventionen_US
dc.subjectCivil Engineeringen_US
dc.subjectAdhesionen_US
dc.subjectInterface frictionen_US
dc.subjectLocal soilen_US
dc.subjectMoisture contenten_US
dc.subjectSliding shear testen_US
dc.titleMoisture Content Effect on Sliding Shear Test Parameters in Woven Geotextile Reinforced Pilani Soilen_US
dc.typeArticleen_US

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