Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/5663
Full metadata record
DC FieldValueLanguage
dc.contributor.authorFarid, Mohd.-
dc.date.accessioned2014-10-10T06:47:07Z-
dc.date.available2014-10-10T06:47:07Z-
dc.date.issued1990-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/5663-
dc.guideJain, P. K.-
dc.description.abstractThe development of reinforced earth has provided geotechnical engineers with a material, which when appro-priately employed, can offer substantial economy over conven-tional techniques. For costly structures such as high rise buildings, sea ports, embankments construction, it is necessary to use artificially manufactured polymer reinforcing materials, which are strong, non-degradable, temperature and chemical resistant. These materials include geotextiles, geogrids, geomembranes and geocomposits. There is growing need to develop design and construction technique for these materials with locally available soil. The present work presents the results of laboratory two-dimensional model tests on a surface strip footing (10 cm x 60 cm) resting on homogeneous, medium and dense compacted sand bed reinforced with single layer of geotextile sheet. The effects of depth of reinforced layer from the base of the footing and that of relative density on bearing-capacity and settlement were studieden_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectFOOTING BEHAVIOURen_US
dc.subjectSAND REINFORCEDen_US
dc.subjectGEOTEXTILEen_US
dc.titleBEHAVIOUR OF FOOTING ON SAND REINFORCED WITH GEOTEXTILEen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245474en_US
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED 245474.pdf3.34 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.