References
- AASHTO.(2004). A policy on geometric design of highways and streets. American Association of State Highway and Transportation Officials (AASHTO), Washington D.C.
- Cafiso, S., Lamm, R., and La Cava, G. (2004). "Fuzzy model for safety evaluation process of new and old roads."Journal of the Transportation Research Board, Vol. 1881, pp. 54-62. https://doi.org/10.3141/1881-07
- Davis, J. W. (1996). The effects of higher speed limits in New Mexico. Draft. Grant 1-TR-97-01. University of New Mexico.
- Davis, J. W. (1998). The effects of higher speed limits in New Mexico. Grant 98-TR-01-01. Division of Government Research, University of New Mexico.
- Garber, N. J., and Gadiraju, R. (1988). Speed variance and its influence on accident. Research Report, AAA Foundation for Traffic Safety, Washington, D.C.
- Harr, M. E. (1997). Reliability based design in civil engineering. Dover Publications, Inc., New York.
- Lamm, R., Choueiri, E. M., Hayward, J. C., and Paluri, A. (1988). "Possible design procedure to promote design consistency in highway geometric design on two-lane rural roads."Journal of the Transportation Research Board, Vol. 1195, pp. 111-122.
- Lamm, R., Psarianos, B., and Cafisori, S. (2002)." Safety evaluation process for two-lane rural roads: A 10-year review."Journal of the Transportation Research Board, Vol. 1796, pp. 51-59. https://doi.org/10.3141/1796-06
- Lave, C. (1985). "Speeding, coordination, and the 55-mph limit." The American Economic Review, Vol. 75, pp. 1159-1164.
- MLTM. (2008). Highway design guideline (도로구조시설기준). Ministry of Land, Transportation and Maritime (MLTM), Seoul, Republic of Korea.
- NCHRP Report 502. (2003). Geometric design consistency on high-speed rural two-lane roadways. Transportation Research Board, National Research Council, Washington, D.C.
- Nilsson, G. (1990). Reduction in the speed limit from 110 km/h to 90 km/h during summer 1989. VTI Report 358A. Swedish Road Safety Office.
- Oh, H. and Mun, S. (2012) "Design speed based reliability index model for roadway safety evaluation." KSCE Journal of Civil Engineering, Vol. 16, Issue 5, pp. 845-854. Seoul. https://doi.org/10.1007/s12205-012-1469-9
- Polus, A., Poe, C. M., and Mason, J. R. (1995). Review of international design speed practices in roadway geometric design. International Symposium on Highway Geometric Design Practices, Transportation Research Board, Boston.
- Solomon, D. (1964). Accidents on main rural highways related to speed, driver and vehicle. FHWA, U.S. Department of Transportation, Washington, D.C.
- Special Report 254. (1998). Managing speed, review of current practice for setting and enforcing speed limits. Transportation Research Board, National Research Council, Washington, D.C.
- Taylor, D. H. (1964). "Drivers galvanic skin response and the risk of accidents." Ergonomics, Vol. 7, pp. 439-451. https://doi.org/10.1080/00140136408930761
- Watter, P., and O'Mahony, M. (2007). The relationship between geometric design consistency and safety on rural single carriageways in Ireland. European Transport Conference, Noordwijkerhout, Netherlands.