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Pavement analysis and design

Yang H. Huang
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TLDR
In this paper, the authors present the theory of pavement design and review the methods developed by several organizations, such as the American Association of State Highway and Transportation Officials (AASHTO), the Asphalt Institute (AI), and the Portland Cement Association (PCA).
Abstract
This is a textbook on the structural analysis and design of highway pavements. It presents the theory of pavement design and reviews the methods developed by several organizations, such as the American Association of State Highway and Transportation Officials (AASHTO), the Asphalt Institute (AI), and the Portland Cement Association (PCA). It can be used for an undergraduate course by skipping the appendices or as an advanced graduate course by including them. The book is organized in 13 chapters. Chapter 1 introduces the historical development of pavement design, the major road tests, the various design factors, and the differences in design concepts among highway pavements, airport pavements, and railroad trackbeds. Chapter 2 discusses stresses and strains in flexible pavements. Chapter 3 presents the KENLAYER computer program, based on Burmister's layered theory, including theoretical developments, program description, comparison with available solutions, and sensitivity analysis on the effect of various factors on pavement responses. Chapter 4 discusses stresses and deflections in rigid pavements due to curling, loading, and friction, as well as the design of dowels and joints. Influence charts for determining stresses and deflections are also presented. Chapter 5 presents the KENSLABS computer program, based on the finite element method, including theoretical developments, program description, comparison with available solutions, and sensitivity analysis. Chapter 6 discusses the concept of equivalent single-wheel and single-axle loads and the prediction of traffic. Chapter 7 describes the material characterization for mechanistic-empirical methods of pavement design including the determination of resilient modulus, fatigue and permanent deformation properties, and the modulus of subgrade reaction. Chapter 8 outlines the subdrainage design including general principles, drainage materials, and design procedures. Chapter 9 discusses pavement performance including distress, serviceability, skid resistance, nondestructive testing, and the evaluation of pavement performance. Chapter 10 illustrates the reliability concept of pavement design in which the variabilities of traffic, material, and geometric parameters are all taken into consideration. A probabilistic procedure, developed by Rosenblueth, is described and two probabilistic computer programs including VESYS for flexible pavements and PMRPD for rigid pavements are discussed. Chapter 11 outlines an idealistic mechanistic method of flexible pavement design and presents in detail the AI method and the AASHTO method, as well as the design of flexible pavement shoulders. Chapter 12 outlines an idealistic mechanistic method of rigid pavement design and presents in detail the PCA method and the AASHTO method. The design of continuous reinforced concrete pavements and rigid pavement shoulders is also included. Chapter 13 outlines the design of overlay on both flexible and rigid pavements including the AASHTO, AI, and PCA procedures. An Author Index and a Subject Index are provided.

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Journal ArticleDOI

Relating Laboratory and Field Moduli of Texas Base Materials

TL;DR: In this article, the authors combine the resilient modulus from laboratory testing with those obtained in the field using nondestructive testing devices such as the Falling Weight Deflectometer and Seismic Pavement Analyzer.

Effects of superpave restricted zone on permanent deformation

TL;DR: In this article, the authors evaluated the restricted zone effect using four different aggregates: crushed granite, crushed limestone, crushed river gravel, and a mixture of crushed river sand as coarse aggregate with natural fines.
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Research orientations towards the ‘management’ of infrastructure assets: an intellectual structure approach

TL;DR: In this article, an empirical study based on the reference lists of over 8200 articles that present their study relevant to the management of infrastructure assets is presented. And the authors apply recognized techniques from bibliometric and social network analyses to visualise and identify major and minor topics, where researchers have oriented and contributed.
Journal ArticleDOI

Assessment of Modern Roadways Using Non-destructive Geophysical Surveying Techniques

TL;DR: Geophysical surveying techniques including ground penetrating radar (GPR) and those based on stress waves theory can substantially improve pavement condition assessment (PCA), and it is demonstrated that GPR can assist pavement engineers at all stages of PCA from the construction process through density control and compaction monitoring.
Journal ArticleDOI

Effects of layer interface conditions on top-down fatigue cracking of asphalt pavements

TL;DR: In this article, the horizontal tensile strain at the surface is the most appropriate response for top-down cracking, and different types of responses have been considered in the past as the driving forces of the TDC.