Share This Article:

RETRACTED: Estimation of Critical Gap of U-Turns Road in Turkey

Abstract Full-Text HTML Download Download as PDF (Size:1362KB) PP. 131-138
DOI: 10.4236/jtts.2016.63012    1,893 Downloads   2,358 Views  


Short Retraction Notice The article has been withdrawn due to committing plagiarism. This article has been retracted to straighten the academic record. In making this decision the Editorial Board follows COPE's Retraction Guidelines. The aim is to promote the circulation of scientific research by offering an ideal research publication platform with due consideration of internationally accepted standards on publication ethics. The Editorial Board would like to extend its sincere apologies for any inconvenience this retraction may have caused. Editor guiding this retraction: Prof. Kim, Tschangho John (EiC of JTTs) The full retraction notice in PDF is preceding the original paper, which is marked "RETRACTED".

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

Haştemoğlu, H. (2016) RETRACTED: Estimation of Critical Gap of U-Turns Road in Turkey. Journal of Transportation Technologies, 6, 131-138. doi: 10.4236/jtts.2016.63012.


[1] Liu, P., Lu, J. and Cao, B. (2009) Capacity of U-Turns at Unsignalized Median Openings on Six-Lane Streets. Transportation Research Record: Journal of the Transportation Research Board, 2130, 59-65.
[2] Raff, M.S. and Hart, J.W. (1950) A Volume Warrant for Stop Signs. Eno Foundation for Highway Traffic Control, Saugatuck.
[3] Highway Capacity Manual, TRB, National Research Council, Washington DC, 1985.
[4] Highway Capacity Manual, TRB, National Research Council, Washington DC, 1994, 2000, 2010.
[5] Pant, P. and Balakrishnan, P. (1994) Neural Network for Gap Acceptance at Stop-Controlled Intersections. Journal of Transportation Engineering, 120, 432-446.
[6] Hamed, M.M., Easa, S.M. and Batayneh, R.R. (1997) Disaggregate Gap-Acceptance Model for Unsignalized T-Inter-sections. Journal of Transportation Engineering, 123, 36-42.
[7] Gattis, J.L. and Low, S.T. (1999) Gap Acceptance at Atypical Stop Controlled Intersections. Journal of Transportation Engineering, 116, 153-166.
[8] Tian, Z.Z., Troutbeck, R., Kyte, M., Brilon, W., Vandehey, M., Kittelson, W. and Robinson, B. (2000) A Further Investigation on Critical Gap and Follow-Up Time. Proceedings of the 4th International Symposium on Highway Capacity, Maui, Transportation Research Circular E-C018, June 2000, 397-408.
[9] Davis, G.A. and Swenson, T. (2004) Field Study of Gap Acceptance by Left-Turning Drivers. Transportation Research Record: Journal of the Transportation Research Board, 1899, 71-75.
[10] Wu, N. (2006) A New Model for Estimating Critical Gap and Its Distribution at Unsignalized Intersections Based on the Equilibrium of Probabilities. Proceedings of the 5th International Symposium on Highway Capacity and Quality of Service, Yokohama, July 2006, 25-29.
[11] Ashalatha, R. and Chandra, S. (2011) Critical Gap through Clearing Behavior of Drivers at Unsignalised Intersections. KSCE Journal of Civil Engineering, 15, 1427-1434.
[12] Erkan, Î. and Hastemoglu, H. (2015) Building Evacuate Module for Urban Underground Passages: Subway Station in Turkey. Journal of Transportation Technologies, 5, 1.
[13] Erkan, Î. (2012) Analysis of Capacity by Arranging the Terminal Functions in Small Scalled Airport. Doctoral Dissertation, Süleyman Demirel University, Applied and Nature Science, Civil Engineering Department.
[14] Troutbeck, R.J. (1992) Estimating the Critical Acceptance Gap from Traffic Movements. Physical Infrastructure Centre, Queensland University of Technology.
[15] Miller, A.J. and Pretty, R.L. (1968) Overtaking on Two-Lane Rural Roads. Proceedings of the Australia Road Research Board (ARRB), 4, 582-591.
[16] Amin, H.J. and Maurya, A.K. (2015) A Review of Critical Gap Estimation Approaches at Uncontrolled Intersection in Case of Heterogeneous Traffic Conditions. Journal of Transport Literature, 9, 5-9.
[17] Devarasetty, P.C., Zhang, Y. and Fitzpatrick, K. (2012) Differentiating between Left-Turn Gap and Lag Acceptance at Unsignalized Intersections as a Function of the Site Characteristics. Journal of Transportation Engineering, 138, 580-588.

comments powered by Disqus

Copyright © 2019 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.