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Ph.D., P.E. |
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Rehabilitation Strategies for Flexible Pavements: a Synthesis of 9 State Practices. Submitted for publication by the Transportation Research Board, July, 1997.
Selection of Rehabilitation Strategies for Rigid Pavements: a Review of National Practice. Submitted for publication by the Transportation Research Board, July, 1997.
Implementation Issues in Mechanistic Flexible Pavement Design: Michigan Practice Submitted for publication by the Transportation Research Board, July, 1997.
Pavement Rehabilitation - Michigan Practice. Submitted for publication by the Transportation Research Board, July, 1997.
Expedient Assessment of Linear Segregation in Bituminous Mixtures. Submitted for publication by the Transportation Research Board, July, 1997.
The Engineering Properties of Polymer Modified Asphalt Mixtures. Submitted for publication by the Transportation Research Board, July, 1997.
Fatigue Life of Asphalt Pavements - A Distress Model. Accepted for presentation and publication by the Transportation Research Board, March, 1995.
Rutting in Asphalt Pavements - A distress Model. Accepted for presentation and publication by the Transportation Research Board, March, 1995.
Mechanistic Evaluation of the AASHTO Flexible Pavement Design Equations. Transportation Research Record No. 1449, Transportation Research Board, National Research Council, Washington, D.C., 1994.
Backcalculation of Pavement Layer Moduli, Thicknesses and Stiff Layer Depth Using a Modified Newton Method. The American Society for Testing and Materials, ASTM STP 1198, Philadelphia, PA., 1994.
Pavement Condition Index - Remaining service Life. The American Society for Testing and Materials, ASTM STP 1121, Philadelphia, PA., 1991.
Toward Standardization of a PMS Analysis Method. The American Society for Testing and Materials, ASTM STP 1121, Philadelphia, PA., 1991.
Development of Optimal Long-Term Network Strategies Using Remaining Service Life. The American Society for Testing and Materials, ASTM STP 1121, Philadelphia, PA., 1991.
Evaluation of Alternative Network Preservation Strategies. The American Society for Testing and Materials, ASTM STP 1121, Philadelphia, PA., 1991.
A Mechanistic Based Incremental Gradient Algorithm for Backcalculation of Pavement layer properties. Submitted for presentation and publication by the Transportation Research Board, August, 1992
MICHPAVE: A Nonlinear Finite Element Program for Analysis of Flexible Pavements. Transportation Research Record No. 1286, Transportation Research Board, National Research Council, Washington, D.C., 1990.
Fatigue Life and Permanent deformation Characteristics of Asphalt Concrete Mixes. Transportation Research Record No. 1227, Transportation Research Board, National Research Council, Washington, D.C., 1989.
Asphalt Mix Design - An Innovative Approach. Transportation Research Record No. 1171, Transportation Research Board, National Research Council, Washington, D.C., 1989.
Nondestructive Testing of Pavements and Backcalculation of Layer Moduli. Co-editor, American Society for Testing and Materials, STP 1026, 1989.
Interpretation of Triaxial Test Results of Cohesionless Roadbed Soils - A New Model. The American Society for Testing and Materials, Advanced Triaxial Testing of Soils and Rocks, STP 977, June, 1986.
The Shear Strength of Cohesionless Roadbed Materials - A New Model. The American Society for Testing and Materials, Advanced Triaxial Testing of Soils and Rocks, STP 977, June, 1986.
Soil Support Value - A New Horizon. Transportation Research Record No. 872, Transportation Research Board, National Research Council , Washington, D.C., 1982.
Constitutive Equations for Permanent Strain of Sand Subjected to Cyclic Loading. Transportation Research Record No. 810, Transportation Research Board, National Research Council, Washington, D.C., 1981.
Normalized Characterization Model of Pavement Materials. The American Society for Testing and Materials, Properties of Flexible Materials, STP 740, 1981.
Characterization of Flexible Pavement - A Case Study. The American Society for Testing and Materials, Properties of Flexible Materials, STP 740, 1981.
Shear Strength of Cohesionless Soils from Incremental Creep Test Data. The American Society for Testing and Materials, Laboratory Shear Strength of Soil, STP 740, 1981.
Prediction of Permanent Strain of Sand Subjected to Cyclic Loading. Transportation Research Record No. 749, Transportation Research Board, National Research Council, Washington, D.C., 1980.
Cyclic Triaxial Tests on Frozen Sand Roadbeds. Engineering Geology, No. 13, 1979.
In Service Performance of Flexible Highway Pavements. Proceedings, the International Air transportation Conference, ASCE, Volume 1, 1979.
Nondestructive Pavement Evaluation - the Deflection Beam. Transportation Research Record No. 666, Transportation Research Board, National Research Council, Washington, D.C., 1978.