Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/4869
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dc.coverage.spatialCivil engineeringen_US
dc.date.accessioned2012-09-27T09:13:11Z-
dc.date.available2012-09-27T09:13:11Z-
dc.date.issued2012-09-27-
dc.identifier.urihttp://hdl.handle.net/10603/4869-
dc.description.abstractThe increasing tempo of construction activity the world over creates heavy pressure on existing land space. The quest for new and competent site often points to the needs for improving existing sites, which are otherwise deemed unsuitable for adopting conventional foundations. This is accomplished by ground improvement methods, which are employed to improve the quality of soil incompetent in their natural state. Among the construction activities, a well-connected road network is one of the basic infrastructure requirements, which play a vital role for the fast and comfortable movement of inter- regional traffic in countries like India. One of the innovative ground improvement techniques practised all over the world is the use of geosynthetics, which include geotextiles, geomembranes, geogrids, etc. They offer the advantages such as space saving, enviromnental sensitivity, material availability, technical superiority, higher cost savings, less construction time, etc. Because of its fundamental properties, such as tensile strength, filtering and water permeability, a geotextile inserted between the base material and sub grade can function as reinforcement, a filter medium, a separation layer and as a drainage medium. Though polymeric geotextiles are used in abundant quantities, the use of natural geotextiles (like coir, jute, etc.) has yet to get momentum. This is primarily due to the lack of research work on natural geotextilcs for ground improvement, particularly in the areas of un paved roads. Coir geotextiles are best suited for low cost applications because of its availability at low prices compared to its synthetic counterparts. The proper utilisation of coir geotextilcs in various applications demands large quantities of the product, which in turn can create a boom in the coir industry. The present study aims at exploring the possibilities of utilising coir geotextiles for unpaved roads and embankments. The properties of coir geotextiles used have been evaluated.en_US
dc.format.extentxxii, 232p.en_US
dc.languageEnglishen_US
dc.relationNo. of references 133en_US
dc.rightsuniversityen_US
dc.titleUtilisation of Coir Geotextiles for unpaved roads and embankmentsen_US
dc.title.alternativeen_US
dc.creator.researcherBabu, K Ken_US
dc.subject.keywordBearing capacityen_US
dc.subject.keywordCalifornia Bearing Ratioen_US
dc.subject.keywordCoir fibreen_US
dc.subject.keywordCoir geotextileen_US
dc.subject.keywordEmbankmenten_US
dc.subject.keywordGround improvementen_US
dc.subject.keywordInterface frictionen_US
dc.subject.keywordSoil- fibre compositeen_US
dc.subject.keywordUnpaved roadsen_US
dc.subject.keywordVetlical drainsen_US
dc.description.noteReferences p. 214-230, Bibliography p. 231, List of publication p. 232en_US
dc.contributor.guideBeena K Sen_US
dc.publisher.placeCochinen_US
dc.publisher.universityCochin University of Science and Technologyen_US
dc.publisher.institutionDepartment of Civil Engineeringen_US
dc.date.registeredn.d.en_US
dc.date.completed07/05/2007en_US
dc.date.awarded2007en_US
dc.format.dimensions--en_US
dc.format.accompanyingmaterialNoneen_US
dc.type.degreePh.D.en_US
dc.source.inflibnetINFLIBNETen_US
Appears in Departments:Department of Civil Engineering

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02_dedication.pdf11.36 kBAdobe PDFView/Open
03_certificates & declarations.pdf96.87 kBAdobe PDFView/Open
04_acknowledgements.pdf39.18 kBAdobe PDFView/Open
05_abstract.pdf69.8 kBAdobe PDFView/Open
06_contents.pdf105.24 kBAdobe PDFView/Open
07_list of tables & figures.pdf107.57 kBAdobe PDFView/Open
08_nomenclature.pdf63.22 kBAdobe PDFView/Open
09_chapter 1.pdf141.07 kBAdobe PDFView/Open
10_chapter 2.pdf56.72 kBAdobe PDFView/Open
11_chapter 3.pdf708.07 kBAdobe PDFView/Open
12_chapter 4.pdf734.18 kBAdobe PDFView/Open
13_chapter 5.pdf426.97 kBAdobe PDFView/Open
14_chapter 6.pdf1.04 MBAdobe PDFView/Open
15_chapter 7.pdf1.1 MBAdobe PDFView/Open
16_chapter 8.pdf1.05 MBAdobe PDFView/Open
17_chapter 9.pdf633.09 kBAdobe PDFView/Open
18_chapter 10.pdf1.97 MBAdobe PDFView/Open
19_chapter 11.pdf927.74 kBAdobe PDFView/Open
20_chapter 12.pdf1.2 MBAdobe PDFView/Open
21_chapter 13.pdf182.78 kBAdobe PDFView/Open
22_references.pdf353.68 kBAdobe PDFView/Open
23_bibliography.pdf28.26 kBAdobe PDFView/Open
24_publications.pdf11.21 MBAdobe PDFView/Open


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