Effect of Fines on Strength of Granular Soil Reinforced with Geosynthetics
نویسندگان
چکیده
Geosynthetics (GSN) are polymeric products used in Geotechnical Engineering for the purpose of improving properties insitu soil. In this project, experimental work was carried out to determine influence presence fines within granular soil on CBR strength reinforced with different GSN (Woven geotextile, Non-woven Geogrid and Geonet). Two types disturbed state containing varying percentage were selected from around Chennai region. Soil type 1 contains high about 40% (SHF) whereas 2 less 7% (SLF). Unsoaked (U-CBR) test unreinforced placed at depths D/5, 2D/5, 3D/5 4D/5 top (D is total depth soil), ideal placement SHF SLF. Soaked (S-CBR) an determined U-CBR test. Based results, SLF found be D/5 respectively best geosynthetic reinforcing fines.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2023
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202340503010