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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 Article

Artificial Neural Network Application for Flexible Pavement Thickness Modeling

TL;DR: In this article, an artificial neural network (ANN) approach is used for backcalculation of the thickness of layers with great improvement and accuracy, and the ANN can be used for calculating the elastic modulus for each layer that has an effect on pavement life.

Mechanistic-Empirical Asphalt Overlay Thickness Design and Analysis System

TL;DR: In this paper, the authors developed a comprehensive overlay thickness design and analysis system based on solid engineering principles, which is used to evaluate the impact of load transfer efficiency (LTE) on predicted life and to determine what level of LTE must be repaired in order to achieve adequate performance.
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Use of the asphalt pavement analyzer and repeated simple shear test at constant height to augment superpave volumetric mix design

TL;DR: In this article, the asphalt pavement analyzer (APA) and repeated simple shear test at constant height (RSST-CH) were validated as useful APT tools by comparing measured field performance and laboratory predicted performance of laboratory mixed-laboratory compacted specimens at field (in-place) air void and asphalt contents.
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Surface Loading of a Multilayered Viscoelastic Pavement: Semianalytical Solution

TL;DR: In this article, a new method is proposed to analyze the mechanical response of a linear viscoelastic pavement, where material parameters of the asphalt concrete are characterized by the relaxation modulus and creep compliance, which are further represented by the Prony series.
Journal ArticleDOI

Estimation of flexible pavement structural capacity using machine learning techniques

TL;DR: Three machine learning methods entitled Gaussian process regression, M5P model tree, and random forest are used for the prediction of structural numbers in flexible pavements to reduce costs and work difficulty and improve calculation process quality and accuracy.