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References
- Akçelik, R. 1997. “Lane-by-Lane Modelling of Unequal Lane Use and Flares at Roundabouts and Signalised Intersections: The Sidra Solution.” Traffic Engineering and Control 38 (7–8): 388–399.
- Al-Masaeid, H., and M. Faddah. 1997. “Capacity of Roundabouts in Jordan.” Transportation Research Record: Journal of the Transportation Research Board 1572: 76–85. doi:10.3141/1572-10.
- Arasan, V. T., and K. Krishnamurthy. 2008. “Effect of Traffic Volume on Pcu of Vehicles under Heterogeneous Traffic Conditions.” Road Transportation Research ARRB 17 (1): 32–49.
- Brilon, W., and N. Wu. 2006. Merkblatt für die anlage von kreisverke- hren [Guideline for the Design of Roundabouts]. Cologne: FGSV Verlag Gmbh.
- Chik, A., O. C. Puan, and M. Chai. 2004. “Entry and Circulating Flow Relationship at a Roundabout.” Journal Kejuruteraan Awam 16 (1): 48–60.
- Cunagin, W., and E. Chang. 1982. “Effects of Trucks on Freeway Vehicle Headways under Off-Peak Flow Conditions.” Transportation Research Record and Journal of Transportation Research Board 869: 54–59.
- Dhamaniya, A., and S. Chandra. 2013. “Concept of Stream Equivalency Factor for Heterogeneous Traffic on Urban Arterial Roads.” Journal of Transportation Engineering 139 (11): 1117–1123. doi:10.1061/(ASCE)TE.1943-5436.0000581.
- HCM. 2000. Highway Capacity Manual 2000. In Transportation Research Board. Washington, DC: National Research Council.
- HCM. 2010. Highway Capacity Manual 2010. In Transportation Research Board. Washington, DC: National Research Council.
- IRC-65. 1976. Recommendation Practice for Traffic Rotaries. New Delhi: Indian Roads Congress.
- Pearce, C. E. M. 1987. “A Probabilistic Model for the Behaviour of Traffic at a Roundabout.” Transportation Research Part B: Methodological 21 (3): 207–216. doi:10.1016/0191-2615(87)90004-X.
- Pollatschek, M. A., A. Polus, and M. Livneh. 2002. “A Decision Model for Gap Acceptance and Capacity at Intersections.” Transportation Research Part B: Methodological 36 (7): 649–663. doi:10.1016/S0191-2615(01)00024-8.
- Prakash, P. K. 2010. “Effect of Geometry on the Traffic Capacity of Roundabouts.” M.Tech. thesis, Transportation Engineering Group, Department of Civil Engineering, IIT-Roorkee, Roorkee, India.
- Tanner, J. 1967. “The Capacity of an Uncontrolled Intersection.” Biometrika 54 (3–4): 657–658.10.1093/biomet/54.3-4.657
- Troutbeck, R. 1991. “Unsignalized Intersections and Roundabouts in Australia: Recent Developments.” Intersections Without Traffic Signals II, Proceedings of an International Workshop, 238–257, Bochum, July 18–19.
- Wardrop, J. 1957. “The Traffic Capacity of Weaving Sections of Roundabouts.” In Proceedings of the First International Conference on Operational Research, 266–281. London: English University Press.