Influence of Priority Violations on Entry Capacity at Roundabouts

Author:

Baby Zacharia Arun1ORCID,Madhavan Harikrishna2,Anjaneyulu Matha V. L. R.3

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Calicut, Calicut, Kerala 673601, India (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Calicut, Calicut, Kerala 673601, India.

3. Professor, Dept. of Civil Engineering, National Institute of Technology, Calicut, Calicut, Kerala 673601, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference32 articles.

1. Regression model for entry capacity of a roundabout under mixed traffic condition—An Indian case study;Ahmad A.;Transp. Lett.,2016

2. Estimation of critical gap on a roundabout by minimizing the sum of absolute difference in accepted gap data;Ahmad A.;Can. J. Civ. Eng.,2015

3. Akcelik R. 2011b. “An assessment of the highway capacity manual 2010 roundabout capacity model.” In Proc. Int. Roundabout Conf. 1–22. Washington DC: Transportation Research Board.

4. Development of a Delay Model for Roundabouts in Jordan

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1. Comparative Analysis of Entry Capacity Models for Multilane Roundabouts under Mixed Traffic Flow Conditions;Transportation Research Record: Journal of the Transportation Research Board;2024-06-18

2. Impact of Inconsistent Behavior of Drivers on Estimation of Critical Gap at Multi-Lane Roundabouts;Transportation Research Record: Journal of the Transportation Research Board;2023-02-15

3. Research Progress of Road Intersection Design Analysis;International Journal of Scientific Research in Science, Engineering and Technology;2020-12-11

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