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Guide for the local calibration of the mechanistic-empirical pavement design guide.

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 mechanist...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: American Association of State Highway and Transportation Officials
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Washington, D.C. : American Association of State Highway and Transportation Officials, ©2010.
Temas:
Acceso en línea:Texto completo

MARC

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037 |b Knovel Corporation  |n http://www.knovel.com 
050 4 |a TE251  |b .G85 2010eb 
082 0 4 |a 625.8  |2 22 
088 |a LCG-1 
049 |a UAMI 
245 0 0 |a Guide for the local calibration of the mechanistic-empirical pavement design guide. 
246 3 0 |a Local calibration of the mechanistic-empirical pavement design guide 
260 |a Washington, D.C. :  |b American Association of State Highway and Transportation Officials,  |c ©2010. 
300 |a 1 online resource (1 volume (various pagings)) :  |b illustrations, maps 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references. 
520 3 |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. 
505 2 |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. 
588 0 |a Print version record. 
506 |a Access restricted to Ryerson students, faculty and staff.  |5 CaOTR 
546 |a English. 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
590 |a Knovel  |b ACADEMIC - Transportation Engineering 
650 0 |a Pavements  |x Design and construction  |x Data processing. 
650 0 |a Pavements  |x Maintenance and repair  |x Data processing. 
650 7 |a Pavements  |x Design and construction  |x Data processing.  |2 fast  |0 (OCoLC)fst01055342 
650 7 |a Pavements  |x Maintenance and repair  |x Data processing.  |2 fast  |0 (OCoLC)fst01055380 
650 7 |a Civil & Environmental Engineering.  |2 hilcc 
650 7 |a Engineering & Applied Sciences.  |2 hilcc 
650 7 |a Transportation Engineering.  |2 hilcc 
650 7 |a Pavement design.  |2 trt 
650 7 |a Mechanistic design.  |2 trt 
650 7 |a calibration.  |2 trt 
650 7 |a pavements.  |2 trt 
710 2 |a American Association of State Highway and Transportation Officials. 
776 0 8 |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 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpGLCMEPD1/toc  |z Texto completo 
994 |a 92  |b IZTAP