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dc.contributor.advisorLytton, Robert L
dc.contributor.advisorBarroso, Luciana R
dc.creatorDeng, Yong
dc.date.accessioned2018-02-05T16:48:41Z
dc.date.available2018-02-05T16:48:41Z
dc.date.created2017-08
dc.date.issued2017-07-18
dc.date.submittedAugust 2017
dc.identifier.urihttps://hdl.handle.net/1969.1/165709
dc.description.abstractWith the development of techniques and increasing need for the evaluation and prediction of pavements’ conditions during and after construction, the methodology of nondestructive testing (NDT) is generally applied in the field and on the process of research. This text serves as a review of strengths and limitations of technology and devices used in NDT testing, providing a potential indicator for evaluation and advanced warning, and discussing effects of velocities of testing devices on the responses of pavements. The thesis provide parts of theoretical backgrounds for testing and backcalculation techniques of an improved NDT testing.en
dc.format.mimetypeapplication/pdf
dc.language.isoen
dc.subjectNondestructive Testingen
dc.subjectDeflection Basinen
dc.subjectFinite Element Simulationen
dc.subjectViscoelastic Materialsen
dc.titleThree-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loadsen
dc.typeThesisen
thesis.degree.departmentCivil Engineeringen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorTexas A & M Universityen
thesis.degree.nameMaster of Scienceen
thesis.degree.levelMastersen
dc.contributor.committeeMemberMuliana, Anastasia
dc.contributor.committeeMemberLuo, Xue
dc.type.materialtexten
dc.date.updated2018-02-05T16:48:42Z
local.etdauthor.orcid0000-0002-4299-1936


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