000 04473nam a22004573i 4500
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003 MiAaPQ
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006 m o d |
007 cr cnu||||||||
008 240724s2012 xx o ||||0 eng d
020 _a9780203073063
_q(electronic bk.)
020 _z9780415643313
035 _a(MiAaPQ)EBC3060115
035 _a(Au-PeEL)EBL3060115
035 _a(CaPaEBR)ebr10611497
035 _a(CaONFJC)MIL693996
035 _a(OCoLC)922956186
040 _aMiAaPQ
_beng
_erda
_epn
_cMiAaPQ
_dMiAaPQ
100 1 _aCarvalho Pais, Jorge.
245 1 0 _aFour Point Bending.
250 _a1st ed.
264 1 _aMilton :
_bTaylor & Francis Group,
_c2012.
264 4 _c©2012.
300 _a1 online resource (306 pages)
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
505 0 _aFront Cover -- Table of contents -- Preface -- Conference organization -- Modeling of the Four Point Beam test -- A detailed FEM simulation of a 4-point bending test device -- Description of a procedure for using the Modified Partial Healing model (MPH) in 4PB test in order to determine material parameters -- Assessment of different flexure fatigue failure analysis methods to estimate the number of cycles to failure of asphalt mixtures -- Investigation into the size effect on four-point bending fatigue tests -- Applications to Mechanistic Design -- Application of four-point bending beam fatigue test for the design and construction of a long-life asphalt concrete rehabilitation project in Northern California -- Development of fatigue performance specification and its relation to mechanistic-empirical pavement design using four-point bending beam test results -- Development of a standard materials library for mechanistic-empirical fatigue and stiffness evaluation -- Four point bending beam tests in Arizona and relationship to asphalt binder properties -- First steps for the perpetual pavement design: Through the analysis of the fatigue life -- Asphaltic materials evaluation -- Fatigue assessment of conventional and highly modified asphalt materials with ASTM and AASHTO standard specifications -- Mechanical characterization of dry asphalt rubber concrete for base layers by means of the four bending points tests -- Impact of air void content on the viscoelastic behavior of hot mix asphalt -- Fatigue evaluation of reinforced asphalt concrete slabs -- Influence of recycled asphalt shingles on fatigue properties of asphalt pavements -- Flexural fatigue tests and predictions models -- tools to investigate SMA mixes with new innovative binder stabilizers -- Laboratory evaluation of fatigue and flexural stiffness of warm mix asphalt.
505 8 _aComparisons with other tests -- Comparison of fatigue properties using 2-point and 4-point bending tests -- Czech experience -- Hungarian experience with different bending devices -- Development of quality control test procedure for characterizing fracture properties of asphalt mixtures -- Fatigue resistance: Is it possible having a unique response? -- Non-asphaltic materials evaluation -- A laboratory study of the influence of multiple axle loads on the fatigue performance of a cemented material -- Four point bending tests on cement treated materials -- Repeated load flexural testing to characterize lightly stabilized granular materials.
520 _aCovering a range of topics, including modelling of the four-point beam test, applications to mechanistic design, asphaltic materials evaluation, and comparisons with other tests and non-asphaltic materials evaluation, Four Point Bending will be much of interest to academics and professionals interested in pavement engineering.
588 _aDescription based on publisher supplied metadata and other sources.
590 _aElectronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
650 0 _aPavements, Concrete -- Congresses.
650 0 _aConcrete slabs -- Congresses.
655 4 _aElectronic books.
700 1 _aHarvey, John.
776 0 8 _iPrint version:
_aCarvalho Pais, Jorge
_tFour Point Bending
_dMilton : Taylor & Francis Group,c2012
_z9780415643313
797 2 _aProQuest (Firm)
856 4 0 _uhttps://ebookcentral.proquest.com/lib/orpp/detail.action?docID=3060115
_zClick to View
999 _c67054
_d67054