1 |
MOLIT(2010), Korean Roundabout Design Guideline, pp.20-21.
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2 |
MOLIT(2013), Korea Highway Capacity Manual, pp.496-497.
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3 |
Lee D. M. and You J. H.(2013), "A Study on Appropriate Traffic Volume Calculation for Revitalizing Roundabout Installation," Journal of Korean Society of Transportation, vol. 31, no. 6, pp.43-52.
DOI
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4 |
Kim T. Y., Beak T. H. and Park B. H.(2014), "Development of Capacity Models Based on the Travel Characteristics at Roundabout," Journal of Korean Society of Transportation, vol. 32, no. 6, pp.651-661.
DOI
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5 |
Kim T. Y., Park M. K. and Park B. H.(2012), "A Critical Gap Model for Roundabouts in Korea," Journal of Korean Society of Transportation, vol. 30, no. 2, pp.93-100.
DOI
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6 |
Suh W., Barry C., Schmitt L., Anderson J., Rodgers M. O. and Hunter M.(2015), "Impact of Including Exiting Vehicles in Single-Lane Roundabout Capacity Models," TRB, No. 2517, Transportation Research Board, Washington, D.C., 2015, pp.87-95.
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7 |
Florida DOT(1996), Florida Roundabout Guide, pp.2-6-3-9.
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8 |
PTV(2009), Vissim 5.20 User Manual, p.123.
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