University of Michigan
- Fourth International Conference on
the Structural Design of Asphalt Pavements

Held at Rackham Lecture Hall, University of Michigan, Ann Arbor - August 22-26, 1977


Session I

The Use of Distress Prediction Subsystems for the Design of Pavement Structures

Asphalt Pavement Design - The Shell Method

Fully Monitored Motorway Trials in the Netherlands Corroborate Linear Elastic Design Theory

Session II

Predictive Design Procedures - A Design Method for Flexible Pavements Using the VESYS Structural Subsystem

Comparison of VESYS IIM Predictions to Brampton/AASHO Performance Measurements

Sensitivity Analysis of FHWA Structural Model VESYS

Field Verification of the VESYS IIM Structural Subsystem in Utah

Evaluation of Flexible Pavement Design Methodology Based Upon Field Observations at PSU Test Track

Implementation and Verification of Flexible Pavement Design Methodology

Selection of Pavement Models in a Rational Pavement System to be Used by the Dutch State Road Laboratory

Session III

A General System for the Structural Design of Flexible Pavements

Esso Road Design Technology

Kentucky Research: A Flexible Pavement Design and Management System

The Belgian Road Research Center's Overall Approach to Asphalt Pavement Structural Design

Session IV

The Application of Simplified, Fundamental Design Procedures for Flexible Pavements

Method for the Structural Design of Asphalt Pavements

Procedure for the Structural Design of Pavement Used on Italian Motorways

An Optimal Design Procedure for Multilayer Pavements

Asphalt Pavement Design for Arizona

New Method for Asphalt Pavement Design Adopted in the USSR

Development and Field Verification of a Mechanistic Structural Design System in Ohio

A Thickness Design Procedure for Pavements with Cement Stabilized Bases and Thin Asphalt Surfacings

Trends in the Development of Flexible Pavement Design in Hungary

Thickness Design Procedure for Asphalt and Emulsified Asphalt Mixes

Session V

Moving Loads on a Viscoelestic Double Layer: Prediction of Recoverable and Permanent Deformations

The Validity of Design Procedures for the Permanent Deformation of Asphalt Pavements

Permanent Deformation Law of Bituminous Road Mixes in Repeated Triaxial Compression

Evaluation of Rutting Due to Viscous Flow in Asphalt Pavements

A Computer Based Subsystem for the Prediction of Pavement Deformation

A Working Design Subsystem for Permanent Deformation in Asphalt Pavements

A Subsystem to Predict Rutting in Asphalt Concrete Pavement Structures

Methods of Predicting Deformation in Road Pavements

Session VI

Design of Asphalt Overlays for Pavements

Design of Asphalt Concrete Overlays Using Layer Theory

A System for the Prediction of Pavement Life and Design of Pavement Strengthening

Pavement Evaluation and Overlay Design - The Shell Method

Session VII

A Practical Approach to Flexible Pavement Evaluation and Rehabilitation

Evaluation and Overlay Design for Flexible Pavements on Low Volume Roads

Optimal Design of Asphalt Overlays

A Pavement Analysis and Structural Design Procedure Based on Deflection

Overlay and Stage by Stage Design

Session (non-specific)

Structural Design of Asphalt Pavements and Control of Environmental Influence on Performance

Pavement Management Design Considerations for Canadian Airports

Pavement Management Guide: A Summary

The Consideration of Frost in the Design of Asphalt Pavements

Determination of Pavement Layer Moduli from Surface Deflection Data for Pavement Performance Evaluation

OPAC Design System

Prediction of Sulphur-Asphalt Pavement Performance with VESYS IIM

Evaluation of Existing Pavement Based on Deflection and Radius of Curvature and Overlay Design

A Stochastic Model for Pavement Performance and Management

The Analyses of Asphalt Pavement Research Results on the Tomei and Chuo Expressways

Failure Models and Pavement Design and Rehabilitation Systems Developed and Adapted for Conditions Prevailing in the Nordic Countries

Design System for Minimizing Asphalt Concrete Thermal Cracking