Investigation of the effect of a polypropylene fiber material on the shear strength and CBR characteristics of high plasticity Ankara clay

Basit Öğe Kaydı
dc.authorid6603224164
dc.authorid56269146000
dc.contributor.authorMollamahmutoglu M.
dc.contributor.authorYilmaz Y.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:57Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:57Z
dc.date.issued2009
dc.departmentBayburt Üniversitesien_US
dc.description8th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCR2A'09
dc.description.abstractNowadays, many soil improvement methods have evolved with different materials used. In this study, a series of laboratory tests are carried out to investigate the effect of a polypropylene fiber material on the shear strength and California Bearing Capacity (CBR) characteristics of high plasticity Ankara clay. First, geotechnical properties of Ankara clay are presented. Then, results of unconfined compressive strength, triaxial strength (CU type) and CBR tests conducted on the various polypropylene fiber/clay mixtures (0.1%, 0.2%, 0.3% and 0.4% by dry weight) are given. Samples were compacted at optimum moisture contents and maximum dry unit weights obtained from the standard Proctor compaction effort. Standard Proctor compaction tests and CBR tests revealed that percentage of 19 mm length F type polypropylene fiber did not influence much the optimum moisture content, maximum dry unit weight and CBR values. Unconfined compression tests showed that inclusion of fiber content increased the axial strain at failure. Moreover, consolidated-undrained (CU) triaxial test results exhibited that due to inclusion of 19 mm length F type polypropylene fiber, the cohesion intercept decreased slightly but the internal angle of friction increased considerably. © 2009 Taylor & Francis Group, London.en_US
dc.identifier.endpage1116
dc.identifier.isbn9.78042E+12
dc.identifier.scopus2-s2.0-84859884150en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage1113
dc.identifier.urihttps://hdl.handle.net/20.500.12403/975
dc.identifier.volume2
dc.identifier.wosWOS:000280416400116en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.relation.ispartofBearing Capacity of Roads, Railways and Airfields - Proceedings of the 8th International Conference on the Bearing Capacity of Roads, Railways and Airfieldsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnkara clay
dc.subjectAxial strain
dc.subjectCalifornia
dc.subjectCBr
dc.subjectCohesion intercept
dc.subjectDry unit weight
dc.subjectDry weight
dc.subjectFiber contents
dc.subjectGeotechnical properties
dc.subjectHigh plasticity
dc.subjectInternal angles
dc.subjectLaboratory test
dc.subjectOptimum moisture content
dc.subjectPolypropylene fiber
dc.subjectSoil improvement
dc.subjectStandard Proctor compaction
dc.subjectTriaxial strength
dc.subjectTriaxial test
dc.subjectUnconfined compression tests
dc.subjectUnconfined compressive strength
dc.subjectBearing capacity
dc.subjectCompression testing
dc.subjectFibers
dc.subjectMoisture determination
dc.subjectPlastic products
dc.subjectPlasticity
dc.subjectPlasticity testing
dc.subjectRailroads
dc.subjectSoil testing
dc.subjectThermoplastics
dc.subjectPolypropylenes
dc.subjectAnkara clay
dc.subjectAxial strain
dc.subjectCalifornia
dc.subjectCBr
dc.subjectCohesion intercept
dc.subjectDry unit weight
dc.subjectDry weight
dc.subjectFiber contents
dc.subjectGeotechnical properties
dc.subjectHigh plasticity
dc.subjectInternal angles
dc.subjectLaboratory test
dc.subjectOptimum moisture content
dc.subjectPolypropylene fiber
dc.subjectSoil improvement
dc.subjectStandard Proctor compaction
dc.subjectTriaxial strength
dc.subjectTriaxial test
dc.subjectUnconfined compression tests
dc.subjectUnconfined compressive strength
dc.subjectBearing capacity
dc.subjectCompression testing
dc.subjectFibers
dc.subjectMoisture determination
dc.subjectPlastic products
dc.subjectPlasticity
dc.subjectPlasticity testing
dc.subjectRailroads
dc.subjectSoil testing
dc.subjectThermoplastics
dc.subjectPolypropylenes
dc.titleInvestigation of the effect of a polypropylene fiber material on the shear strength and CBR characteristics of high plasticity Ankara clayen_US
dc.typeConference Objecten_US

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