Akhtarhusein Tayebali, PhD, PE Rashetnia, R., Kusam, A., Yadav, S., Pour-Ghaz, M., & Tayebali, A. (2022). Quantifying moisture damage in asphalt concrete using axisymmetric flexural vibration technique. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 23(3), 523–535. https://doi.org/10.1080/10298436.2020.1757671 Yadav, S., Kusam, A., & Tayebali, A. A. (2021). Evaluating Moisture Damage Using Impact Resonance Test. JOURNAL OF TESTING AND EVALUATION, 49(6), 4118–4134. https://doi.org/10.1520/JTE20200372 Cho, S.-H., Karshenas, A., Tayebali, A. A., Guddati, M. N., & Kim, Y. R. (2017). A mechanistic approach to evaluate the potential of the debonding distress in asphalt pavements. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 18(12), 1098–1110. https://doi.org/10.1080/10298436.2016.1149837 Kusam, A., Malladi, H., Tayebali, A. A., & Khosla, N. P. (2017). Laboratory Evaluation of Workability and Moisture Susceptibility of Warm-Mix Asphalt Mixtures Containing Recycled Asphalt Pavements. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 29(5). https://doi.org/10.1061/(asce)mt.1943-5533.0001825 Malladi, H., Ayyala, D., Tayebali, A. A., & Khosla, N. P. (2015). Laboratory Evaluation of Warm-Mix Asphalt Mixtures for Moisture and Rutting Susceptibility. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 27(5). https://doi.org/10.1061/(asce)mt.1943-5533.0001121 Ayyala, D., Malladi, H., Khosla, N. P., & Tayebali, A. A. (2014). Evaluation of warm mix asphalt technology for surface mixtures. Asphalt Pavements, vol 1, 701–708. https://doi.org/10.1201/b17219-88 Karshenas, A., Cho, S.-H., Tayebali, A. A., Guddati, M. N., & Kim, Y. R. (2014). Importance of Normal Confinement to Shear Bond Failure of Interface in Multi layer Asphalt Pavements. TRANSPORTATION RESEARCH RECORD, (2456), 170–177. https://doi.org/10.3141/2456-17 Visintine, B., Khosla, N. P., & Tayebali, A. (2013). Effects of higher percentage of recycled asphalt pavement on pavement performance. ROAD MATERIALS AND PAVEMENT DESIGN, 14(2), 432–437. https://doi.org/10.1080/14680629.2013.779310 Cunningham, C. N., Evans, T. M., & Tayebali, A. A. (2013). Gradation effects on the mechanical response of crushed stone aggregate. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 14(3), 231–241. https://doi.org/10.1080/10298436.2012.690518 Levis, J. W., Barlaz, M. A., Tayebali, A., & Ranjithan, S. R. (2011). Quantifying the Greenhouse Gas Emission Reductions Associated with Recycling Hot Mix Asphalt. Road Materials and Pavement Design, 12(1), 57–77. https://doi.org/10.1080/14680629.2011.9690352 Evans, T. M., Mojarrad, H., Cunningham, C., & Tayebali, A. A. (2009). Grain Size Distribution Effects in 2D Discrete Numerical Experiments. Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations. Presented at the International Foundation Congress and Equipment Expo 2009. https://doi.org/10.1061/41022(336)8 Chen, C., Tayebali, A. A., & Knappe, D. R. U. (2006). A procedure to quantify organic antistrip additives in asphalt binders and mixes. Journal of Testing and Evaluation, 34(4), 269–274. https://doi.org/10.1520/jte12733 Kulkarni, M. B., Fischer, W. K., Tayebali, A. A., & Waller, H. F. (2005). Evaluation of tack coat bond strength for mixtures containing baghouse fines. International Journal of Pavement Engineering, 6(3), 147–162. https://doi.org/10.1080/10298430500111975 Kulkarni, M., Xu, Q. X., & Tayebali, A. (2003). Development of a procedure to determine the effectiveness of asphalt-removing solvents. Journal of Testing and Evaluation, 31(5), 429–437. Natu, G. S., & Tayebali, A. A. (2003). Performance and acceptability criteria for crumb rubber modified binders with same performance graded (PG) rating. In J. B. Sousa (Ed.), Proceedings of the asphalt rubber 2003 conference : Brasilia, Brazil, December 2003. Brasilia: Asphalt Rubber Conference. Natu, G. S., Guada, I., & Tayebali, A. A. (2001). Evaluation of the sensitivity of repeated simple shear test at constant height based on rutting characteristics of WesTrack fine mixes. In S. R. J. Thomas D. White & J. J. (Eds.), Aggregate contribution to hot mix asphalt (HMA) performance. West Conshohocken, PA: ASTM. Natu, G. S., & A., T. A. (2000). Viscoelastic behavior of crumb rubber modified asphalt binders. Road Materials and Pavement Design, 1(1), 119–129. Tayebali, A. A., Khosla, N. P., & Waller, H. F. (1999). Evaluation of superpave repeated shear at constant height test to predict rutting potential of mixes: Performance of three pavement sections in North Carolina. In Hot-mix asphalt mixtures (p. 97). https://doi.org/10.3141/1681-12 Natu, G., & Tayebali, A. A. (1999). Mixture design and accelerated laboratory performance evaluation of unmodified and crumb rubber modified mixtures. Journal of the Association of Asphalt Paving Technologists, 68, 192–221. Bienvenu, M. E., Khosla, N. P., & Tayebali, A. A. (1998). Development of a binder blending chart for cold-recycled mix design using the dynamic shear rheometer. Seventh International Conference on Low-Volume Roads 1999 (Transportation research record; 1652), 1652. Washington, D.C.: National Academy Press. Tayebali, A. A., Malpass, G. A., & Khosla, N. P. (1998). Effect of mineral filler type and amount on design and performance of asphalt concrete mixtures. In Superpave: Binder specifications, mixture design and construction (pp. 36–43). Washington, DC: Transportation Research Board. Tayebali, A. A., Malpass, G., Khosla, N. P., & Waller, H. F. (1998). Evaluation of applicability of SUPERPAVE test methods to predict performance and tertiary flow potential of asphalt-aggregate mixes containing unmodified and modified asphalt binders. Raleigh, NC: Center for Transportation Engineering Studies, North Carolina State University. Prozzi, J. A., Harvey, J. T., & Tayebali, A. A. (1998). The use of repeated flexural bending for the determination of flexural stiffness of asphalt concrete at different temperatures and frequencies. Transportation Research Board 77th annual meeting, January 11-15, 1998, Washington, D.C.: Preliminary program, (1998 Jan.). A reliability-based mix design and analysis system for mitigating fatigue distress. (1997). Eighth International Conference on Asphalt Pavements, August 10-14, 1997, Seattle, Washington: Proceedings., 301–324. Seattle, Wash.: University of Washington. Tayebali, A. A., Vyas, B. B., & Malpass, G. (1997). Effect of crumb rubber particle size and concentration on performance grading of rubber modified asphalt binders progress of superpave (superior performing asphalt pavement): Evaluation and implementation. Progress of superpave (superior performing asphalt pavement): Evaluation and implementation (ASTM special technical publication; 1322), 1322, 30–47. West Conschocken, PA: ASTM. Norris, R. E., & Tayebali, A. A. (1997). Hurricane Fran damage observations. Eight U.S. National Conference on Wind Engineering, Baltimore, Maryland, June, 1997, (1997 June). Influence of binder loss modulus on the fatigue performance of asphalt concrete pavements. (1997). Journal of the Association of Asphalt Paving Technologists, 66(1997), 633–685. Tayebali, A. A., Harvey, J. T., Tanco, A., Doty, R. N., & Monismith, C. L. (1997). Performance characteristics of asphalt concrete mixes containing conventional and modified asphalt binders. In Asphalt science and technology (pp. 479–503). New York, NY: Marcel Dekker, Inc.