This up-to-date book covers both theoretical and practical aspects of pavement analysis and design.
It includes some of the latest developments in the field, and some very useful computer software—
From the Back Cover
Focusing on mechanistic-empirical design procedures, this volume presents a comprehensive exploration of the structural analysis and design of highway pavements.
This book will provide the fundamental background to a full understanding of these sophisticated procedures.The accompanying CD contains a Windows software called KENPAVE,
which can be run on any personal computer with Windows 95 or higher. In addition to several input and graphics programs, KENPAVE consists of two well-known computer programs for pavement analysis and design:
The KENLAYER program for flexible pavements can be applied to a multilayered system under stationary or moving multiple wheel loads with each layer being linear elastic, nonlinear elastic, or viscoelastic.
The KENSLABS program for rigid pavements can be applied to multiple slabs fully or partially supported on a liquid, solid, or layered foundation with moment or shear transfer across joints.
The first edition of Pavement Analysis and Design was published in 1993.
The floppy disk containing the four DOS programs is replaced by a CD containing a Windows program called KENPAVE, which combines the original KENLAYER, LAYERINP, KENSLABS, and
SLABSINP into a single package, together with the addition of some computer graphics. The software was written in Microsoft Visual Basic 6.0 and can be run on any computer with Windows 95 or higher.
Section 13.5 on the AASHTO method of overlay design has been totally revised. The 1986 AASHTO Design Guide was used in the first edition. The guide was revised in 1993 with practically no change
in the design of new pavements, but the design of overlay was completely rewritten.
New developments and information from the literature have been added to keep the book current. A new method based on the Mohr-Coulomb failure criterion has been added in KENLAYER for
nonlinear analysis, and new comparisons age made between KENLAYER and the latest Windows version of MICH-PAVE.
Three new appendices have been added: Appendix D—An Introduction to Superpave; Appendix E—Pavement Management Systems; and Appendix F—A Preview of 2002 Design Guide.
Appendix C is combined with Appendix B; a new Appendix C contains a brief description of KENPAVE.
To provide room for the above additions, Sections 3.4.3 (on contained rock asphalt mats) and 10.5 (on probabilistic computer programs) have been deleted.
YANG H. HUANG, Sc. D., P E. Professor Emeritus of Civil Engineering
University of Kentucky
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