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Pavement analysis and design

Yang H. Huang
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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Citations
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Journal ArticleDOI

Using ground-penetrating radar for assessing the structural needs of asphalt pavements

TL;DR: In this article, ground-penetrating radar (GPR) is used for pavement inspection along a highway and secondarily with the supply of computational tools for GPR data to execute the complex processes to define the structural needs of the pavement.
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Predicting the rutting behaviour of natural fibre-reinforced cold mix asphalt using the finite element method

TL;DR: In this article, a 3D finite element model was employed to predict the viscoelastic response of flexible CMA pavements when subjected to multiple axle loads, different bituminous material properties, tire speeds and temperatures.
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Artificial neural networks–based backcalculation of the structural properties of a typical flexible pavement

TL;DR: In this study, synthetically derived deflections from a typical flexible pavement are used to estimate asphaltic concrete layer’s elastic modulus, Poisson‘s ratio and thickness and artificial neural network is utilized to determine the structural parameters.
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Comparative Analysis of Machine Learning Models for Prediction of Remaining Service Life of Flexible Pavement

TL;DR: In this article, surface distresses of pavement are used to estimate the remaining service life (RSL) of pavement, which is a challenging task for road maintenance and transportation engineering, and the conventional approach to predict RSL involves using non-destructive tests, in addition to being costly, interfere with traffic flow and compromise operational safety.
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Life cycle cost comparison of highways with perpetual and conventional pavements

TL;DR: In this article, the authors compared the life cycle cost of conventional and perpetual pavements to figure out which system is economically preferred in various traffic and weather conditions for Iranian highways and showed that perpetual pavement construction can save life cycle costs in the range of 4-20%.