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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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Journal ArticleDOI

Consistency and accuracy of selected FWD backcalculation software for computing layer modulus of airport pavements

TL;DR: Study results show that EVERCALC software produces more consistent and accurate modulus values than the BAKFAA and MODULUS software, and EVERCalC is recommended for analyzing layer modulus of airport pavements.
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Effects of tire – pavement contact pressure distributions on the response of asphalt concrete pavements

TL;DR: In this article, the authors developed a computer program VIEM for the elastic analysis of multilayered elastic pavements under the action of arbitrary tire-pavement contact pressure distributions.
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Simplified staged-homogenous Markov model for flexible pavement performance prediction

TL;DR: In this article, a simplified staged-homogenous Markov model is proposed for predicting future pavement conditions at the project level with minimal time and effort, where the analysis period is divided into equal staged-time periods with each represented by a unique transition probability matrix.
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Eight-Year Field Performance of Secondary Road Incorporating Geosynthetics at Subgrade-Base Interface:

TL;DR: In this paper, an instrumented 150m-long secondary road pavement section was built in Bedford County, Virginia, which was composed of nine individual segments each 15 m long, and the nine sections include three groups with aggregate base layer thicknesses of 100, 150, and 200 mm.
Journal ArticleDOI

Mechanistic-empirical approach to characterizing permanent deformation of reinforced soft soil subgrade

TL;DR: In this paper, the permanent deformation of geogrid-reinforced soft soil subgrade was analyzed using the mechanistic-empirical approach based on both experimental measurements and results of numerical modeling.