-Al-Marafi, M. N., & Somasundaraswaran, K. (2023). A review of the state-of-the-art methods in estimating crash modification factor (CMF). Transportation Research Interdisciplinary Perspectives, 20, 100839.
-Anna, V. B. K., & Chunchu, M. (2023). Determinants of speed variability on the horizontal curves of two-lane undivided rural highways passing through mountainous terrain. International Journal of Injury Control and Safety Promotion, 30(4), 652-665.
-Banihashemi, M. (2016). Effect of horizontal curves on urban arterial crashes. Accident Analysis & Prevention, 95, 20-26.
-Bonneson, J. A. (2000). Kinematic approach to horizontal curve transition design. Transportation Research Record, 1737(1), 1-8.
-Cafiso, S., Montella, A., D’Agostino, C., Mauriello, F. and Galante, F., 2021. Crash modification functions for pavement surface condition and geometric design indicators. Accident Analysis & Prevention, 149, p.105887.
-Carter, D., Srinivasan, R., Gross, F., & Council, F. (2012). Recommended protocols for developing crash modification factors. Final Report NCHRP, 2027(314).
-Choi, Y. H., Park, S. H., Ko. H., Kim, K. H., & Yun, I. (2018). Development of safety performance functions and crash modification factors for expressway ramps. KSCE Journal of Civil Engineering, 22, 804-812.
-Findley, D. J., Hummer, J. E., Rasdorf, W., Zegeer, C. V., & Fowler, T. J. (2012). Modeling the impact of spatial relationships on horizontal curve safety. Accident Analysis & Prevention, 45, 296-304.
-Fitzpatrick, K., Lord, D., & Park, B. J. (2010). Horizontal curve accident modification factor with consideration of driveway density on rural four-lane highways in Texas. Journal of Transportation Engineering, 136(9), 827-835.
-Geedipally, S.R., Pratt, M.P. and Lord, D., )2019(. Effects of geometry and pavement friction on horizontal curve crash frequency. Journal of Transportation Safety & Security, 11(2), 167-188.
-Gross, F., Persaud, B. N., & Lyon, C. (2010). A guide to developing quality crash modification factors (No. FHWA-SA-10-032). United States. Federal Highway Administration. Office of Safety.
-Harwood, D. W., Council, F. M., Hauer, E., Hughes, W. E., & Vogt, A. J. B. T. (2000). Prediction of the expected safety performance of rural two-lane highways (No. FHWA-RD-99-207, MRI 4584-09, Technical Report). United States. Federal Highway Administration.
-Hauer, E., Bonneson, J.A., Council, F., Srinivasan, R. and Zegeer, C., 2012. Crash modification factors: foundational issues. Transportation Research Record, 2279(1), 67-74.
-Ma, Q., Yang, H., Wang, Z., Xie, K. and Yang, D., 2020. Modeling crash risk of horizontal curves using large-scale auto-extracted roadway geometry data. Accident Analysis & Prevention, 144, 105669.
-National Research Council (US). Transportation Research Board. Task Force on Development of the Highway Safety Manual, & Transportation Officials. Joint Task Force on the Highway Safety Manual. (2010). Highway Safety Manual (Vol. 1). AASHTO.
-Wu, L., Lord, D., & Geedipally, S. R. (2017). Developing crash modification factors for horizontal curves on rural two-lane undivided highways using a cross-sectional study. Transportation Research Record, 2636(1), 53-61.
