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1. 2025-10

Long-Term Performance Evaluation of Recycled Concrete Aggregate as a Base Material in Flexible Pavements

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 10, pp 218-230

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2. 2025-10

An Ecological Cement Mortar Produced by Using Nanosilica and High Content of Metallurgical Waste Slag: Rheological, Mechanical, and Chemical Durability Study

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 10, pp 357-370

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3. 2025-09

Novel Test to Assess Moisture-Induced Durability of Stabilized Soils Under Cyclic Loading

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 9, pp 579-590

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4. 2025-08

Performance Evaluation of Low-Gyration Asphalt Mixtures in Florida

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 8, pp 167-177

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5. 2025-07

Machine Learning–Based Prediction and Optimization of Balanced Mixture Design Performance Indices

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 7, pp 156-173

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6. 2025-06

Comparative Analysis of Performance and Cost of Chemical Stabilizers for Iowa Granular Roads: Field and Laboratory Evaluation

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 6, pp 899-917

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7. 2025-06

Durability Evaluation of High Recycled Binder Ratio Asphalt Mixtures

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 6, pp 426-449

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8. 2025-04

Assessment of the Production Variability and Composite Performance Index for Conventional and High Reclaimed Asphalt Pavement Balanced Mix Design Mixtures

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 4, pp 163-180

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9. 2025-02

New Tool for Predicting the Retroreflectivity (RL) of Pavement Markings

NCHRP-IDEA Program Project Final Report, Issue 237, 41p

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10. 2025-02

Developing Balanced Mix Design Gyrations (Ndesign) for North Dakota’s Hot-Mix Asphalt Pavements

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 2, pp 96-109

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11. 2025-02

Improving the Durability of 12.5?mm Open-Graded Friction Course using 9.5?mm Nominal Maximum Aggregate Size Gradation and High Polymer-modified Binder

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 2, pp 173-186

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12. 2025-01

Effects of Asphalt Binder Additives and Industrial Fillers on the Mechanical and Functional Properties of Open Graded Friction Course

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 1, pp 831-845

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13. 2025

Feasibility Analysis of Cement-Stabilized Gravel Material Incorporating Aluminum Tailings Sand for Advanced Road Pavements