Cite

[1] TRB, National Research Council: Highway Capacity Manual. Washington, D. C., 2010. Search in Google Scholar

[2] TROUTBECK, R. J. – BRILON, W.: Unsignalised Intersection Theory, Traffic Flow Theory. Transportation Research Board Special Report, 2000. Search in Google Scholar

[3] AKCELIK, R.: Lane-by-lane modelling of unequal lane use and flares at roundabouts and signalised intersections: The SIDRA solution. London, 38 (7/8), 1997. Search in Google Scholar

[4] KYTE, M. – TIAN, Z. – MIR, Z. et al.: Capacity and Level of Service at Unsignalized Intersections: Final Report, Vol. 2, All-Way Stop-Controlled Intersections, 2007. Search in Google Scholar

[5] POLUS, A. – VLAHOS, E.: Evaluation of roundabouts versus signalized and unsignalized intersections in delaware, report. Delaware Center for Transportation, 2005. Search in Google Scholar

[6] RUSSELL, E. R. – MANDAVILLI, S. – RYS, M. J.: Operational Performance of Kansas Roundabouts: Phase II. Report # K-TRAN: KSU-02-4. Kansas U. S. Department of Transportation, Topeka, 2005. Search in Google Scholar

[7] SISIOPIKU, V. P. – OH, H.: Evaluation of Roundabout Performance Using SIDRA. Journal of Transportation Engineering, Vol. 127, No. 2, 2001, pp. 143–150.10.1061/(ASCE)0733-947X(2001)127:2(143) Search in Google Scholar

[8] Insurance Institute for Highway Safety: Status Report, Vol. 35, No. 5, 2000. Search in Google Scholar

[9] MCKINLEY, D. W.: In Traffic Control Devices Handbook. ITE, Washington, D. C., 2001, pp. 261–361. Search in Google Scholar

[10] ZION, M. – LIST, G. F. – MANNING, C.: Testing Delay Models with Field Data for Four-Way, Stop Sign-Controlled Intersections. Transportation Research Record 1225, TRB, National Research Council, Washington, D. C., 1989, pp. 83–90. Search in Google Scholar

[11] ELBERMAWY, A. E.: Development of Vehicular Volume Guidelines for Two-Way versus Four-Way Stop Controls. ITE Journal, Vol. 74, No. 11, 2004, pp. 16–22. Search in Google Scholar

[12] HAN, L. D. – LI, J. M. – URBANIK, T.: Control Type Selection at Isolated Intersections Based on Control Delay under Various Demand Levels. Transportation Research Record. Journal of the Transportation Research Board, No. 2071, 2008, pp. 109–116. Search in Google Scholar

[13] JIANG, T. – YU, Q. – DENG, X. et al.: Control Type Selection at Isolated Intersections Based on Level of Service. Paper 12-2511, Compendium of Papers, 91st Annual Meeting, Transportation Research Board of the National Academies, Washington, D. C., 2012. Search in Google Scholar

[14] KIRK, A. – JONES, C. – STAMATIADIS, N.: Improving Intersection Design Practices. Transportation Research Record: Journal of the Transportation Research Board, No. 2223, 2011, pp. 1–8. Search in Google Scholar

[15] SUSHMITHA, R. – RAVISHANKAR, K. V. R.: Measuring Control Delays at Signalized Intersections in Mixed Traffic Conditions. Slovak Journal of Civil Engineering, Vol. 29, No. 3, 2021, pp. 31-40.10.2478/sjce-2021-0019 Search in Google Scholar

[16] YOUNES, M. – SULEIMAN, G. – ABUSHAMMALA, M. – OMARI, K.: Modelling of Traffic Noise Along Urban Corridor: A Case Study of Amman. Civil and Environmental Engineering, Vol. 17, No. 2, 2021, pp. 456-464.10.2478/cee-2021-0048 Search in Google Scholar

[17] FHWA: Manual on Uniform Traffic Control Devices for Streets and Highways. U. S. Department of Transportation, Washington, D. C., 2009. Search in Google Scholar

[18] VASCONCELOS, A. – SILVA, A. – SECO, Á: Capacity of normal and turbo-roundabouts: comparative analysis. Proceedings of the Institution of Civil Engineers Transport, 2014, 167(2), pp. 88-99.10.1680/tran.12.00003 Search in Google Scholar

[19] KIMBER, R. M.: The traffic capacity of roundabouts. Transport and Road Research Laboratory (TRRL), LR942, Crowthorne, UK, 1980. Search in Google Scholar

eISSN:
2199-6512
Idioma:
Inglés