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University of Michigan
- Second International Conference on
the Structural Design of Asphalt PavementsHeld at Rackham Lecture Hall, University of Michigan, Ann Arbor - August 7-11, 1967
Session I - Asphalt Pavement Structures - Design and Performance
Chairman's Opening Address
The Measurement of Highway Pavement Performance
Thickness Determination of Flexible Highway Pavements for Mixed Loads and Traffic Volume
Design of Subsurface and Surface Against Detrimental Compaction and Shear in the Finished Structure
Flexible Airport Pavement Design and Performance
A Method for Strengthening Flexible Pavements
Developments in the Application in Practice of a Fundamental Procedure for the Design of Flexible Pavements
Prediction of Pavement Deflections from Laboratory Tests
The Computation of Road Deflections under Impulsive Loads from the Results of Vibration Measurements
Analysis of Deflection Data from the AASHO Test
Consideration of Calculated Strains at Various Depths in Connection with the Stability of Asphalt Pavements
The Behavior of Asphalt Pavements under Variable Repeated Loads
Evaluation of Applicability of AASHO Road Test Results to Corps of Engineers Flexible Pavement Design Criteria
Session II - Theoretical Treatment of Structural Design of Asphalt Pavements
Analysis of Stresses and Displacements in a Three-Layered Viscoelastic System
Dynamic Phenomena in Pavements Considered as Elastic Layered Structures
Stresses and Displacements in Viscoelastic Layered Systems under Circular Loaded Areas
The Theory of Viscoelastic Two-Layer Systems and the Conception of its Application to the Pavement Design
Stress Strain Law for Visoelastic Flexible Pavement under Temperature Variations
The Analysis of Pavements under Arbitrary Loading
Deflection of Viscoelastic Medium Due to a Moving Load
Stresses and Displacements in Elastic Layered Systems
Stresses in Layered Systems under Static and Dynamic Loading
Stress and Displacement in an Elastic Mass under Semi-Ellipsoidal Loads
Predicting Performance of Bituminous Surfaced Pavements
Session III - Structural Design of Asphalt Pavement - Soil Conditions and Construction Methods
Field Application of the Resilience Design Procedure for Flexible Pavement
The Design and Evaluation of Asphalt Concrete Pavements Using Continuous Waves
The Influence of Compaction Methods and Condition on the Structural Behavior of Compacted Subgrades
Structural Effect of Restraint Layer on Subgrade of Low Bearing Capacity in Flexible Pavement
Experiences With the Use of Wedges Against Frost Heaving
Considerations on the Structural Number
Measurement and Interpretation of the Elastic Compressibility of Subgrades and Its Relation to the Behavior of Asphalt Pavements
Soil-Cement Properties Determined by Repeated Loading in Relation to Bases for Flexible Pavements
Structural Design of Asphalt Pavements with Local Materials for Heavy Loads
Session IV - Structural Components of Asphalt Pavements - Dynamic and Fatigue Properties
Rheological Behavior of Asphalt Pavings Under Traffic
An Experimental investigation of the Stresses, Strains, and Deflections in a Layered Pavement Structure Subjected to Dynamic Loads
The Surface Wave Method
Field Measurement of Dynamic Elastic Moduli of Materials in Flexible Pavement Structures
New Developments in Vibrations Techniques
Vibratory Study of Stabilized Layers of Pavement in Runway at Randolph Air Force Base
Deformability, Fatigue, and Healing Properties of Asphalt Mixes
Results of Fatigue Tests on Different Types of Bituminous Mixtures
Fatigue of Asphalt Pavement Mixes
Effect of Asphalt Aging on the Fatigue Properties of Asphalt Concrete
The Behavior and Performance of Asphalt Pavements with Lime-Fly Ash-Aggregate Bases
Session V - Evaluation of Properties of Structural Components in Asphalt Pavements
Stress and Strain Measurements in Experimental Road Sections Under Controlled Loading Conditions
Observed and Calculated Strains at Various Depths in Asphalt Pavements
Testing Flexible Pavements Under Normal Traffic Loadings by Means of Measuring Some Physical Quantities Related to Design Theories
Deflection Prediction in Prototype Pavements
Analysis of the Elastic Behavior of Flexible Pavement
Evaluation of El Toro Airfield by Layered Theory
Viscoelastic Properties of Bituminous Mixtures
The Effects of the Rheological Properties of Asphalt on Strength Characteristics of Asphalt Concrete
A Practical Approach to Flexible Pavement Design
L.C.P.C. Studies on Pavement Design
Session VI - Asphalt Treated Bases - Properties and Performance
Pavement Deflections From Laboratory Tests and Layer Theory
The Properties, Behavior and Design of Bituminous-Stabilized Sand Bases
Load Transmission Characteristics of Asphalt Treated Base Courses
A Field Experiment of Asphalt-Treated Bases in Colorado
Mechanical Properties of Asphalt Pavement Materials
Hot Mixed Sand Asphalt Bases in Oklahoma
The Use of Asphalt Pavement Structures in the Australian Environment
Session VII - Structural Performance of Asphalt Pavements
Performance Studies of the Mexico City International Airport
U.S. Navy Experience with the Performance of Asphalt Pavements Subjected to High Pressure Aircraft Tires
Use of Viscoelastic Concepts to Evaluate Laboratory Test Results and Field Performance of Some Minnesota Asphalt Mixtures
The Behavior of Flexible Pavements Under Moving Wheel Loads
A New Method in Correlation Study of Pavement Deflection and Cracking
Long Term Deflection Study of an Exceptionally Maintenance Free Pavement
The Lacroix L.C.P.C. Deflectograph
Recent Full-Scale Flexible Pavement Design Experiments in Britain
Field Performance Studies of Flexible Pavements
Session VIII - Summary Session
Chairman's Opening Address Presentation of Summation Reports Discussion Conference Chairman's Closing Remarks
