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The role of geotextiles in geosynthetic applications

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dc.contributor.author Anandjiwala, RD
dc.date.accessioned 2014-01-24T10:11:16Z
dc.date.available 2014-01-24T10:11:16Z
dc.date.issued 2013-11
dc.identifier.citation Anandjiwala, R.D. 2013. The role of geotextiles in geosynthetic applications. In: GhIGS GeoAfrica 2013 Conference, Accra, Ghana 18 – 20 November 2013 en_US
dc.identifier.uri http://hdl.handle.net/10204/7172
dc.description GhIGS GeoAfrica 2013 Conference, Accra, Ghana 18 – 20 November 2013 en_US
dc.description.abstract Nonwoven geotextiles are complex three-dimensional structures formed by the random arrangement of fibres. They are permeable and compressive textile materials and belong to the geosynthetic group, which also includes geogrids, geonets, geomembranes, and geocomposites. The design of appropriate geosynthetics involves careful consideration of the functions of the various constituent materials in terms of the intended end-use. A rational design, which effectively combines geotextiles with other geosynthetics, is required. Needlepunched nonwoven geotextiles are extensively used in civil engineering applications, including road and railway construction, landfills, land reclamation, sea defence, and reinforcement of clay slopes. Such applications require geotextiles to perform more than one function, including filtration, drainage, and separation. The filtration function of geotextiles is to retain the soil, while allowing the passage of the liquid. The drainage function of geotextiles is to transmit the liquid in the plane of the fabric without the loss of soil particles. Therefore, the filtration and drainage functions differ mainly in terms of direction of liquid flow. The separation function of geotextiles involves segregation, followed by retention of soil particles. Thus, the geotextile structure should be designed to fulfil the criteria demanded by the specific end-use. en_US
dc.language.iso en en_US
dc.relation.ispartofseries Workflow;12046
dc.subject Nonwoven geotextiles en_US
dc.subject Textiles en_US
dc.subject Civil engineering applications en_US
dc.subject Geosynthetic en_US
dc.subject Natural fibres en_US
dc.subject Drainage en_US
dc.subject Separation en_US
dc.title The role of geotextiles in geosynthetic applications en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Anandjiwala, R. (2013). The role of geotextiles in geosynthetic applications. http://hdl.handle.net/10204/7172 en_ZA
dc.identifier.chicagocitation Anandjiwala, RD. "The role of geotextiles in geosynthetic applications." (2013): http://hdl.handle.net/10204/7172 en_ZA
dc.identifier.vancouvercitation Anandjiwala R, The role of geotextiles in geosynthetic applications; 2013. http://hdl.handle.net/10204/7172 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Anandjiwala, RD AB - Nonwoven geotextiles are complex three-dimensional structures formed by the random arrangement of fibres. They are permeable and compressive textile materials and belong to the geosynthetic group, which also includes geogrids, geonets, geomembranes, and geocomposites. The design of appropriate geosynthetics involves careful consideration of the functions of the various constituent materials in terms of the intended end-use. A rational design, which effectively combines geotextiles with other geosynthetics, is required. Needlepunched nonwoven geotextiles are extensively used in civil engineering applications, including road and railway construction, landfills, land reclamation, sea defence, and reinforcement of clay slopes. Such applications require geotextiles to perform more than one function, including filtration, drainage, and separation. The filtration function of geotextiles is to retain the soil, while allowing the passage of the liquid. The drainage function of geotextiles is to transmit the liquid in the plane of the fabric without the loss of soil particles. Therefore, the filtration and drainage functions differ mainly in terms of direction of liquid flow. The separation function of geotextiles involves segregation, followed by retention of soil particles. Thus, the geotextile structure should be designed to fulfil the criteria demanded by the specific end-use. DA - 2013-11 DB - ResearchSpace DP - CSIR KW - Nonwoven geotextiles KW - Textiles KW - Civil engineering applications KW - Geosynthetic KW - Natural fibres KW - Drainage KW - Separation LK - https://researchspace.csir.co.za PY - 2013 T1 - The role of geotextiles in geosynthetic applications TI - The role of geotextiles in geosynthetic applications UR - http://hdl.handle.net/10204/7172 ER - en_ZA


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