1. Chen, D. H., Bilyeu, J., Lin, H. H., & Murphy, M. (2000). Temperature correction on falling-weight deflectometer measurements. Transportation Research Record: Journal of the Transportation Research Board, No. 1716, Transportation Research Board of the National Academies, Washington, DC (pp. 30–39).
2. Chen, J., Hossain, M., & Latorella, T. M. (1999). Use of falling weight deflectometer and dynamic cone penetrometer in pavement evaluation. Transportation Research Record: Journal of the Transportation Research Board, No. 1655, Transportation Research Board of the National Academies, Washington, DC (pp. 145–151).
3. Monismith, C. L., Hicks, R. G., Finn, F. N., Sousa, J., Harvey, J., Weissman, S. et al. (1994). Permanent deformation response of binder aggregate mixes. SHRP-A-415, Strategic Highway Research Program of the National Research Council, Washington, DC.
4. Onyang, M. A. (2009). Verification of mechanistic prediction models for permanent deformation in binder mixes using accelerated pavement testing. Ph.D. Dissertation, Kansas State University, Manhattan, KS.
5. Romanoschi, S. A., Dumitru, C., Lewis, P., & Hossain, M. (2009). Accelerated testing for studying pavement design and performance (FY 2004): Thin bonded rigid overlay on PCCP and HMA (CISL Experiment No. 13). FHWA-KS-08-8, Kansas Department of Transportation, Topeka, KS.