Field measurement and finite element simulation of pavement responses to standard and reduced tire pressure

dc.contributor.authorLiu, Qingfan
dc.contributor.examiningcommitteeClayton, Alan (Civil Engineering) Luo, Yunhua (Mechanical and Manufacturing Engineering)en
dc.contributor.supervisorShalaby, Ahmed (Civil Engineering)en
dc.date.accessioned2011-04-07T20:02:52Z
dc.date.available2011-04-07T20:02:52Z
dc.date.issued2011-04-07T20:02:52Z
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractTo evaluate the impact of reduced truck tire pressure on strain response of low volume spring-restricted roads, research was conducted on two instrumented pavement sections in Manitoba, Canada. Tire pressure control systems tests were carried out at the sections in spring and fall 2009. Measured maximum tensile strain at the bottom of asphalt layer decreased by 15-20% when tire pressure was reduced by 50%. Measured strain at the bottom of asphalt layer in fall is about 50% less than in spring. The effects of gauge orientation, truck speed, and tire offset from the strain gauge were also analyzed. A finite element model with static load was developed and verified. The bearing capacity is lower in spring than in normal condition for flexible pavements subject to deep frost action. Reduced tire pressure is effective to reduce bottom up failure of the pavement, and is less effective to prevent rutting.en
dc.description.noteMay 2011en
dc.format.extent6436108 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.urihttp://hdl.handle.net/1993/4463
dc.language.isoengen_US
dc.rightsopen accessen_US
dc.subjectlow-volume roaden
dc.subjectspring load restrictionen
dc.subjectinstrumentationen
dc.subjectfinite element analysisen
dc.titleField measurement and finite element simulation of pavement responses to standard and reduced tire pressureen
dc.typemaster thesisen_US
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