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2011
Effect of Fines on the Structural Capacity of Urban Base Course Materials

Transportation Research Board 90th Annual Meeting, 9p

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2011
Predicting Stress- and Moisture-Dependent Resilient Modulus of Cohesive Soils

Transportation Research Board 90th Annual Meeting, 21p

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2011
Mechanistic Analysis of Reconstructed Roadways Incorporating Recycled Base Layers

Transportation Research Board 90th Annual Meeting, 16p

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2011
2011
Comparison of Open-Graded Friction Course Mix Design Procedures in the United States

Transportation Research Board 90th Annual Meeting, 17p

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2011
Early-Age Structural Properties of Base Material Treated with Asphalt Emulsion (With Discussion and Closure)

Transportation Research Record: Journal of the Transportation Research Board, Issue 2253, pp 40-50

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2011
Evaluation of Lightweight Aggregates in Chip Seal

Transportation Research Board 90th Annual Meeting, 17p

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2011
2011
Surface Texture of Antiskid Surface Layers Used on Runways

Transportation Research Board 90th Annual Meeting, 11p

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2011
2011
Dynamic Cone Penetrometer: Low-Tech Tool to Solve an Age-Old Problem

Transportation Research Board 90th Annual Meeting, 10p

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2011
Use of Hot-Mix Warm-Compacted Asphalt in Construction

Transportation Research Board 90th Annual Meeting, 14p

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2011
Pavement Structure Segmentation Method Based on Ground-Penetrating Radar Data

Transportation Research Board 90th Annual Meeting, 12p

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2011
Revised Methodology for Computing International Friction Index

Transportation Research Record: Journal of the Transportation Research Board, Issue 2227, pp 129-137

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2011
A New Asphalt Concrete Moisture Susceptibility Test Methodology

Transportation Research Board 90th Annual Meeting

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2011
Optimizing the Design of Permeable Friction Course Mixtures

Transportation Research Record: Journal of the Transportation Research Board, Issue 2209, pp 26-33

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2011
2011
2011
Analysis of Perpetual Pavement Experiment Sections in China

Transportation Research Record: Journal of the Transportation Research Board, Issue 2226, pp 94-103

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