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An observational study of freeway lane-changing behaviourNemeh, M. Rafik 12 June 2010 (has links)
Every one who has driven on a freeway has observed the phenomenon of lanechanging. This phenomenon is, of course, caused by the desire of most of the drivers not to be in a slow-moving lane. Therefore, the average driver who finds himself in such a lane moves into a neighboring faster lane, usually after a certain time-lag. This time-lag depends on the dynamic characteristics of the vehicle, the availability of acceptable gaps, and the driver risk, which is the value the driver places on the probability of collision during a maneuver, i.e. the higher the perceived probability of collision, the higher the time-lag.
Modelling of the lane-changing phenomenon has been the objective of many investigators in the past. As will be shown later in this study, lane-changing is a very important component in highway traffic flow.
In this study, a mathematical model to describe the lane-changing behaviour is suggested based on the lane-changing hypothesis that whenever there is a lane-changing maneuver, the average speed of the neighboring lane is faster than the average speed of the current lane.
A set of data has been collected by a methodology which involves aerial photographic technique. The collected data are then used to test the validity of the lanechanging hypothesis, to calibrate and validate an existing lane-changing model, and to develop a gap acceptance function for freeway lane-changing maneuvers. / Master of Science
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Safety performance of freeway merge and diverge areas /Sarhan, Mohamed E. A., January 1900 (has links)
Thesis (M. App. Sc.)--Carleton University, 2004. / Includes bibliographical references (p. 143-156). Also available in electronic format on the Internet.
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Interaction of driver behavior, geometric design and vehicle movement on acceleration lanes on urban freeways in KansasLewis, Larry Alan. January 1966 (has links)
Call number: LD2668 .T4 1966 L675 / Master of Science
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An investigative report on interchange zone problems of the non-toll I-70 freeway in KansasHu, Shu Dean. January 1975 (has links)
Call number: LD2668 .P7 1975 H8
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Implications of origin-destination distribution in freeway simulation /Watson, James. January 2004 (has links)
Thesis (M.S.)--University of Hawaii at Manoa, 2004. / Includes bibliographical references (leaves 121-125). Also available via World Wide Web.
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Study on investment and financing of non-governmental capital on expressway construction in Zhejiang ProvinceZhu, Qing, 朱青 January 2007 (has links)
published_or_final_version / Real Estate and Construction / Master / Master of Science in Real Estate and Construction
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Reliability of system detector data in replicating field conditions for the integrated motorist information systemHenson, Larry D. 12 1900 (has links)
No description available.
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Safety evaluation of large truck-passenger vehicle interactions and synthesis of safety corridorsVap, Derek. January 2007 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2007. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on April 4, 2008) Includes bibliographical references.
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Simulating the effects of following distance on a high-flow freewayLierkamp, Darren. January 2003 (has links) (PDF)
Thesis--University of Ballarat, 2003. / "CP830 Research Project and Thesis 2". Includes bibliographical references (p. 80-93).
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Freeway merging behaviour and safety of a acceleration lanes; field study /Ahammed, Mohammad Alauddin, January 1900 (has links)
Thesis (M.App.Sc.) - Carleton University, 2005. / Includes bibliographical references (p. 170-178). Also available in electronic format on the Internet.
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