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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

Improving the resilient modulus of a gypsum sand roadbed soil by increased compaction

TL;DR: In this article, a gypsum sand roadbed soil with about 28% gpsum content was tested in the laboratory for the resilient modulus (MR) and California bearing ratio (CBR) under four different compaction efforts.

Techniques and procedures for bonded concrete overlays

TL;DR: In this article, the appropriateness of a BCO as a pavement rehabilitation strategy was investigated and a methodology for project selection was proposed. But they did not consider the impact of the BCO on the quality of the pavement.
Journal ArticleDOI

Effect of type of aggregate on permanent deformation of bituminous concrete mixes

TL;DR: In this article, the behavior of bitumen containing various type of modifiers [styrene-butadiene-styrene (SBS) and ethylene-vinyl-acetate (EVA)] and aggregates (acidic and basic characters) for preparing hot mix asphalt on permanent deformation.
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Contact erosional behaviour of foundation of pavement embankment constructed with nanosilica-treated dispersive soils

TL;DR: In this paper, the authors investigated the contact erosional behavior of the dispersive embankment layer placed on granular materials and showed that the dispersion and contact erosion tests results indicated that there was a very good correlation between dispersivity potential and some contact erosion assessment parameters, such as void ratio, collected eroded soil and settlement.
Journal ArticleDOI

Incorporating uncertainties into determination of flexible pavement preventive maintenance interval

TL;DR: The results showed that the proposed method is capable of incorporating uncertainties into the analytical process of obtaining optimal PM cycles through closed-form solutions, and indicates that optimal PM interval increases as PM cost increases, and decreases as rehabilitation cost increases.