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2017
Preparation of Joint Faulting Data for the Local Calibration of AASHTO Pavement Mechanistic–Empirical Design in Louisiana

Transportation Research Record: Journal of the Transportation Research Board, Issue 2640, pp 69-77

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2017
Resilient Modulus of Undisturbed Subgrade Soils for MEPDG

Transportation Research Board 96th Annual Meeting, 17p

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2017
Using Multiobjective Optimization to Enhance Calibration of MEPDG Performance Models

Transportation Research Board 96th Annual Meeting, 16p

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2017
2017
Effect of Early Age Loading on Concrete Ultimate Strength

Transportation Research Board 96th Annual Meeting, 15p

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2017
2017
2017
2016
Research Implementation of AASHTOWare Pavement ME Design in Louisiana

Transportation Research Record: Journal of the Transportation Research Board, Issue 2590, pp 1-9

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2016
Influence of Unbound Material Type and Input Level on Pavement Performance Using Mechanistic–Empirical Pavement Design Guide

Transportation Research Record: Journal of the Transportation Research Board, Issue 2578, pp 21–28

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2016
2016
Effect of Early Opening to Traffic on Fatigue Damage to Concrete Pavement

Transportation Research Record: Journal of the Transportation Research Board, Issue 2590, pp 94–103

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2016
Framework to Improve the Pavement ME Design Unbound Aggregate Rutting Model by Using Field Data

Transportation Research Record: Journal of the Transportation Research Board, Issue 2591, pp 57–69

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2016
Optimizing Stability and Stiffness Through Aggregate Base Gradation

Transportation Research Record: Journal of the Transportation Research Board, Issue 2578, pp 12–20

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2016
Quantitative Assessment of the Effect of Wide-Base Tires on Pavement Response by Finite Element Analysis

Transportation Research Record: Journal of the Transportation Research Board, Issue 2590, pp 37–43

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2016
2016
Enhancing Rutting Prediction of the Mechanistic–Empirical Pavement Design Guide by Using Data from a Field Test Section in Oklahoma

Transportation Research Record: Journal of the Transportation Research Board, Issue 2590, pp 28–36

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