Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/66781
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dc.coverage.spatialEngineering
dc.date.accessioned2016-01-04T11:38:03Z-
dc.date.available2016-01-04T11:38:03Z-
dc.identifier.urihttp://hdl.handle.net/10603/66781-
dc.description.abstractThe development of a region or a country is dependent on its infrastructure, a major part of which is its transportation network. Road network has been considered as a yardstick for civilization. Road in Assam are mainly of flexible type. These are often constructed over soft sub grade due to soft nature of the subsoil. The roads have the problems like formation of potholes, ruts, cracks and localized depression and settlement especially during rainy season. These are mainly due to insufficient bearing capacity of the subgrade in water saturated condition. According to IRC37-2001 flexible pavement are designed based on strength of subgrade soil in terms of CBR. As per this method, total thickness of pavement increases exponentially with decrease in the CBR value of subgrade soil. Thicker pavements are not only costlier but create many constructional and maintenance problem also. The minimum CBR value required of the soil to superimpose a economically viable flexible pavement are 7% (Borgohain,.2001). But the soil of Assam containing silt and clay has a CBR of 2-5 %. Table1.0 shows the CBR values of subgrade soil from a few districts of Assam In case of new connectivity since 7 % CBR being not available, geotextile material may be used for increasing the bearing capacity of subgrade. Geotextile is the famous name now universally adopted for fabrics used in geotechnical engineering for ground improvement work specially in roads and embankments. They have been placed between the aggregate layer and subgrade soil to perform several functions : Separation, Drainage, Reinforcement etc. The geotextile material selected in the present study is coir mat a coir based geotextile product. It has been observed that the use of coir mat, at interface of subgrade and WBM increases the CBR value of the subgrade and thereby reduces the pavement thickness considerably. The reasons for selecting the coir mat as geotextile material is because of its eco friendly nature and its manufacturing prospect in Assam. As a natural product,...
dc.format.extent
dc.languageEnglish
dc.relation
dc.rightsuniversity
dc.titleA study of properties of soil reinforced with coir mat with special reference to road construction in Assam
dc.title.alternative
dc.creator.researcherBaruah, Utpal Kumar
dc.subject.keywordAggregate
dc.subject.keywordBorgohain
dc.subject.keywordEmbankments
dc.subject.keywordGeotechnical
dc.subject.keywordGeotextile
dc.subject.keywordPotholes
dc.subject.keywordReinforced
dc.subject.keywordSoil
dc.description.noteData not available
dc.contributor.guideBora, P K
dc.publisher.placeGuwahati
dc.publisher.universityGauhati University
dc.publisher.institutionDepartment of Engineering
dc.date.registeredn.d.
dc.date.completed31/12/2009
dc.date.awardedn.d.
dc.format.dimensions
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Department of Engineering

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01_title page.pdfAttached File20.61 kBAdobe PDFView/Open
02_certificate.pdf23.94 kBAdobe PDFView/Open
03_acknowledgement.pdf39.09 kBAdobe PDFView/Open
04_declaration.pdf12.01 kBAdobe PDFView/Open
05_abstract.pdf116.43 kBAdobe PDFView/Open
06_content.pdf111.79 kBAdobe PDFView/Open
07_list of tables.pdf88.18 kBAdobe PDFView/Open
08_list of figures.pdf150.28 kBAdobe PDFView/Open
09_chapter 1.pdf3.34 MBAdobe PDFView/Open
10_chapter 2.pdf416.91 kBAdobe PDFView/Open
11_chapter 3.pdf4.13 MBAdobe PDFView/Open
12_chapter 4.pdf4.32 MBAdobe PDFView/Open
13_chapter 5.pdf1.85 MBAdobe PDFView/Open
14_chapter 6.pdf209.15 kBAdobe PDFView/Open
15_summary conclusion and scope for the further study.pdf32.78 kBAdobe PDFView/Open
16_summary conclusion and scope for further study.pdf116.04 kBAdobe PDFView/Open
17_bibliography.pdf355.71 kBAdobe PDFView/Open


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