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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

Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load

TL;DR: In this paper, a wave propagation-based analytical solution was developed for calculating the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load.
Journal ArticleDOI

Quantification of risk cost associated with short-term warranty-based specifications for pavements

TL;DR: In this article, a methodological framework was developed to quantify the risk cost, and decision-support models that can be used to analyze short-term performance warranties were formulated, considering the characterization of the warranty system, the development of a structural reliability performance model based on the metho...
Journal ArticleDOI

Endurance Limit for HMA Based on Healing Concept Using Uniaxial Tension-Compression Fatigue Test

TL;DR: In this article, the authors developed a framework and mathematical methodology to determine the fatigue endurance limit (EL) for hot mix asphalt (HMA) using the uniaxial tension-compression fatigue test.

Effects of Aggregate Gradation on Resilient Modulus and CBR in Unbound Granular Materials

TL;DR: In this article, the effect of changes in the scope of aggregation in the border areas on strength parameters was investigated using specific gravity, California Bearing Ratio (CBR), and resilient modulus tests.

Guidelines for a Roadway Management System (RMS) for Local Governments

TL;DR: In this paper, the authors proposed guidelines for a roadway management system (RMS) that can assist local government agencies to evaluate the current pavement condition, identify problems on the pavements, select the best repair and maintenance strategies with the minimum cost, and generate a schedule and priority program for these actions at both project and network levels.