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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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Pavement Damage Due to Different Tire and Loading Configurations on Secondary Roads

TL;DR: In this article, the impact of wide-base tires on secondary road pavement damage was analyzed using available damage models, and the results were compared to the damage from conventional dual-tire assemblies.

Synthesis of Pavement Issues Related to High-Speed Corridors

TL;DR: In this article, the authors present a synthesis of available information to support specific areas related to pavements for the safe, economical development of the Trans Texas Corridor (TTC), which is divided into several sections, each of which deals with a specific topic or topics.
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Pavement performance modelling with an auto-regression approach

TL;DR: The results show that the predictive accuracy of the auto-regression models generally increases when more lags or past conditions are used, and are able to provide more accurate predictions than other models.

Accelerated Pavement Testing of Extended Life Continuously Reinforced Concrete Pavement Sections

TL;DR: In this paper, the authors used the horizontal deformation caused by changing the vertical load level or temperature condition to determine the in situ crack width, which can be adapted to predict crack width at any depth in the slab and an enhancement is proposed to predict short-term changes in crack width.
Journal ArticleDOI

Developing a Network-Level Structural Capacity Index for Asphalt Pavements

TL;DR: In this paper, a network-level structural capacity indicator for asphalt pavements in the state of Virginia is presented, and the impact of the structural capacity of the pavement on the service life of a pavement maintenance treatment is clearly established.