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110420s2010 dcuab ob 000 0 eng d |
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|a KNOVL
|b eng
|e pn
|c KNOVL
|d OCLCQ
|d DEBSZ
|d OCLCQ
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|d OCLCQ
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|a 1058643749
|a 1096667525
|a 1168081077
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|a 9781615838660
|q (electronic bk.)
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|a 161583866X
|q (electronic bk.)
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|a (OCoLC)713623725
|z (OCoLC)1058643749
|z (OCoLC)1096667525
|z (OCoLC)1168081077
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|b Knovel Corporation
|n http://www.knovel.com
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|a TE251
|b .G85 2010eb
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|a 625.8
|2 22
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|a LCG-1
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|a UAMI
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|a Guide for the local calibration of the mechanistic-empirical pavement design guide.
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|a Local calibration of the mechanistic-empirical pavement design guide
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|a Washington, D.C. :
|b American Association of State Highway and Transportation Officials,
|c ©2010.
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|a 1 online resource (1 volume (various pagings)) :
|b illustrations, maps
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references.
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|a This guide provides guidance to calibrate the Mechanistic-Empirical Pavement Design Guide (MEPDG) software to local conditions, policies, and materials. It provides the highway community with a state-of-the-practice tool for the design of new and rehabilitated pavement structures, based on mechanistic-empirical (M-E) principles. The design procedure calculates pavement responses (stresses, strains, and deflections) and uses those responses to compute incremental damage over time. The procedure empirically relates the cumulative damage to observed pavement distresses.
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|a Ch. 1. Introduction -- Ch. 2. Terminology and Definition of Terms -- Ch. 3. Significance and Use -- Ch. 4. Defining Accuracy of MEPDG Prediction Models -- Ch. 5. Components of the Standard Error of the Estimate -- Ch. 6 Step-By-Step procedure for Local Calibration -- Ch. 7. Referenced Documents and Standards.
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|a Print version record.
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|a Access restricted to Ryerson students, faculty and staff.
|5 CaOTR
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|a English.
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|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
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|a Knovel
|b ACADEMIC - Transportation Engineering
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|a Pavements
|x Design and construction
|x Data processing.
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|a Pavements
|x Maintenance and repair
|x Data processing.
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|
7 |
|a Pavements
|x Design and construction
|x Data processing.
|2 fast
|0 (OCoLC)fst01055342
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650 |
|
7 |
|a Pavements
|x Maintenance and repair
|x Data processing.
|2 fast
|0 (OCoLC)fst01055380
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650 |
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|a Civil & Environmental Engineering.
|2 hilcc
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650 |
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7 |
|a Engineering & Applied Sciences.
|2 hilcc
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|a Transportation Engineering.
|2 hilcc
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650 |
|
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|a Pavement design.
|2 trt
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|a Mechanistic design.
|2 trt
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|a calibration.
|2 trt
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|a pavements.
|2 trt
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|a American Association of State Highway and Transportation Officials.
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|i Print version:
|t Guide for the local calibration of the mechanistic-empirical pavement design guide.
|d Washington, D.C. : American Association of State Highway and Transportation Officials, ©2010
|z 9781560514497
|w (OCoLC)692682368
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856 |
4 |
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|u https://appknovel.uam.elogim.com/kn/resources/kpGLCMEPD1/toc
|z Texto completo
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994 |
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|a 92
|b IZTAP
|