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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

An analysis of the cost-effectiveness of rigid pavement rehabilitation treatments

TL;DR: In this paper, the costs, effectiveness, and cost-effectiveness of three standard rehabilitation treatments of rigid pavements using historical data from the state of Indiana are analyzed. And the results suggest that Patching and PCC Overlay treatments are the most effective on the basis of short term and long term effectiveness, respectively.
Journal Article

Stress-Strain characteristics of flexible pavement using Finite Element Analysis

TL;DR: In this paper, the use of 3D finite element application for predicting mechanical behavior and pavement performance subjected to various traffic factors is discussed, including different axle configuration, tire imprint areas and inflation pressure.
Journal ArticleDOI

Towards application of linear genetic programming for indirect estimation of the resilient modulus of pavements subgrade soils

TL;DR: In this paper, the success of a flexible pavement design depends on the accuracy of determining the structural response of the pavement to dynamic loads, known as resilient modulus (MR), and the authors explore the p...
Journal ArticleDOI

The Performance of Controlled Low-strength Material Base Supporting a High-volume Asphalt Pavement

TL;DR: In this paper, Controlled Low-Strength Material (CLSM) was considered as a pavement base material and its properties were investigated based on the standard testing of fresh concrete and cement-treated base material.

Effects of Asphalt Pavement Conditions on Traffic Accidents in Tennessee Utilizing Pavement Management System

TL;DR: In this paper, the authors investigated the relationship between accident frequency in highway segment and pavement distress variables using negative binomial regression models for various accident types with different pavement distress and condition variables including Rut Depth (RD), International Roughness Index (IRI), and Present Serviceability Index (PSI).