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

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dc.contributor.author Kumar, Kamalesh
dc.date.accessioned 2022-12-16T02:57:52Z
dc.date.available 2022-12-16T02:57:52Z
dc.date.issued 2013-08
dc.identifier.issn http://www.ijesi.org/papers/Vol%202(8)/Version-2/B0282010015.pdf
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7886
dc.description.abstract Woven 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.language.iso en en_US
dc.publisher International Journal of Engineering Science Invention en_US
dc.subject Civil Engineering en_US
dc.subject Adhesion en_US
dc.subject Interface friction en_US
dc.subject Local soil en_US
dc.subject Moisture content en_US
dc.subject Sliding shear test en_US
dc.title Moisture Content Effect on Sliding Shear Test Parameters in Woven Geotextile Reinforced Pilani Soil en_US
dc.type Article en_US


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