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Published in: Transportation in Developing Economies 2/2016

01-10-2016 | Original Article

Driving Behaviors: Models and Challenges for Non-Lane Based Mixed Traffic

Authors: Gowri Asaithambi, Venkatesan Kanagaraj, Tomer Toledo

Published in: Transportation in Developing Economies | Issue 2/2016

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Abstract

Most published microscopic driving behavior models, such as car following and lane changing, were developed for homogeneous and lane-based settings. In the emerging and developing world, traffic is characterized by a wide mix of vehicle types (e.g., motorized and non-motorized, two, three and four wheelers) that differ substantially in their dimensions, performance capabilities and driver behavior and by a lack of lane discipline. This paper presents a review of current driving behavior models in the context of mixed traffic, discusses their limitations and the data and modeling challenges that need to be met in order to extend and improve their fidelity. The models discussed include those for longitudinal and lateral movements and gap acceptance. The review points out some of the limitations of current models. A main limitation of current models is that they have not explicitly considered the wider range of situations that drivers in mixed traffic may face compared to drivers in homogeneous lane-based traffic, and the strategies that they may choose in order to tackle these situations. In longitudinal movement, for example, such strategies include not only strict following, but also staggered following, following between two vehicles and squeezing. Furthermore, due to limited availability of trajectory data in mixed traffic, most of the models are not estimated rigorously. The outline of modeling framework for integrated driver behavior was discussed finally.

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Literature
1.
go back to reference Annual Report (2013–2014) Ministry of Road Transport and Highways, Government of India, 2014 Annual Report (2013–2014) Ministry of Road Transport and Highways, Government of India, 2014
2.
go back to reference Ministry of Transport and Communication, China, 2014 Ministry of Transport and Communication, China, 2014
3.
go back to reference Pucher J, Zeng ZR, Mittal N, Zhu Y, Korattyswaroopam N (2007) Urban transport trend and policies in China and India: impacts of rapid economic growth. Transp Rev 27(4):379–410CrossRef Pucher J, Zeng ZR, Mittal N, Zhu Y, Korattyswaroopam N (2007) Urban transport trend and policies in China and India: impacts of rapid economic growth. Transp Rev 27(4):379–410CrossRef
4.
go back to reference Singh SK (2012) Urban transport in India: issues, challenges and the way forward. Eur Transp 55:1–26 Singh SK (2012) Urban transport in India: issues, challenges and the way forward. Eur Transp 55:1–26
6.
go back to reference Sivak M and Schoettle B (2014) The University of Michigan Transportation Research Institute Ann Arbor, Michigan, USA Sivak M and Schoettle B (2014) The University of Michigan Transportation Research Institute Ann Arbor, Michigan, USA
8.
go back to reference Chakraborty A (2014) Effects of air pollution on public health: the case of vital traffic junctions under Kolkata Municipal Corporation. J Stud Dyn Change 1(3):125–133 Chakraborty A (2014) Effects of air pollution on public health: the case of vital traffic junctions under Kolkata Municipal Corporation. J Stud Dyn Change 1(3):125–133
9.
go back to reference Arasan VT, Koshy RZ (2005) Methodology for modeling highly heterogeneous traffic flow. J Transp Eng ASCE 131(7):544–551CrossRef Arasan VT, Koshy RZ (2005) Methodology for modeling highly heterogeneous traffic flow. J Transp Eng ASCE 131(7):544–551CrossRef
11.
go back to reference Brackstone M, McDonald M (1999) Car-following: a historical review. Transp Res Part F Traffic Psychol Behav 2(4):181–196CrossRef Brackstone M, McDonald M (1999) Car-following: a historical review. Transp Res Part F Traffic Psychol Behav 2(4):181–196CrossRef
13.
15.
go back to reference Gipps PG (1981) A behavioural car following model for computer simulation. Transp Res Part B 15(2):403–414CrossRef Gipps PG (1981) A behavioural car following model for computer simulation. Transp Res Part B 15(2):403–414CrossRef
16.
go back to reference Krauss S (1997) Microscopic modeling of traffic flow: investigation of collision free vehicle dynamics. PhD Dissertation, University of Cologne Krauss S (1997) Microscopic modeling of traffic flow: investigation of collision free vehicle dynamics. PhD Dissertation, University of Cologne
17.
go back to reference Treiber M, Hennecke A, Helbing D (2000) Congested traffic states in empirical observations and microscopic simulations. Phys Rev E 62(2):180S–1824CrossRefMATH Treiber M, Hennecke A, Helbing D (2000) Congested traffic states in empirical observations and microscopic simulations. Phys Rev E 62(2):180S–1824CrossRefMATH
18.
go back to reference Leutzbach W, Wiedemann R (1986) Development and applications of traffic simulation models at the Karlsruhe Institut für Verkehrswesen. Traffic Eng Control 27(5):270–278 Leutzbach W, Wiedemann R (1986) Development and applications of traffic simulation models at the Karlsruhe Institut für Verkehrswesen. Traffic Eng Control 27(5):270–278
19.
go back to reference Bando M, Hasebe K, Nakayama A, Shibata A, Sugiyama Y (1995) Dynamical model of traffic congestion and numerical simulation. Phys Rev E 51(2):1035–1042CrossRef Bando M, Hasebe K, Nakayama A, Shibata A, Sugiyama Y (1995) Dynamical model of traffic congestion and numerical simulation. Phys Rev E 51(2):1035–1042CrossRef
20.
go back to reference Chakroborty P, Kikuchi S (1999) Evaluation of the general motors based car-following models and a proposed fuzzy inference model. Transp Res Part C Emerg Technol 7(4):209–235CrossRef Chakroborty P, Kikuchi S (1999) Evaluation of the general motors based car-following models and a proposed fuzzy inference model. Transp Res Part C Emerg Technol 7(4):209–235CrossRef
21.
go back to reference Lan LW, Chang CW (2004) Motorcycle-following models of general motors (gm) and adaptive neuro-fuzzy inference system (in chinese). Transp Plan J 33(3):511–536 Lan LW, Chang CW (2004) Motorcycle-following models of general motors (gm) and adaptive neuro-fuzzy inference system (in chinese). Transp Plan J 33(3):511–536
22.
go back to reference Chakroborty P, Agrawal S, Vasishtha K (2004) Microscopic modeling of driver behaviour in uninterrupted traffic flow. J Transp Eng ASCE 130(4):438–451CrossRef Chakroborty P, Agrawal S, Vasishtha K (2004) Microscopic modeling of driver behaviour in uninterrupted traffic flow. J Transp Eng ASCE 130(4):438–451CrossRef
24.
go back to reference Minh CC, Sano K, Nguyen YC (2007) Acceleration and deceleration models of motorcycle at signalized intersections. J East Asia Soc Transp Stud 7:2396–2411 Minh CC, Sano K, Nguyen YC (2007) Acceleration and deceleration models of motorcycle at signalized intersections. J East Asia Soc Transp Stud 7:2396–2411
25.
go back to reference Ravishankar KVR, Mathew TV (2011) Vehicle-type dependent car-following model for heterogeneous traffic conditions. J Transp Eng ASCE 137(11):775–781CrossRef Ravishankar KVR, Mathew TV (2011) Vehicle-type dependent car-following model for heterogeneous traffic conditions. J Transp Eng ASCE 137(11):775–781CrossRef
26.
go back to reference Cho HJ, Wu YT (2004) Modeling and simulation of motorcycle traffic flow. IEEE Int Conf Syst Man Cybernet 7:6262–6267 Cho HJ, Wu YT (2004) Modeling and simulation of motorcycle traffic flow. IEEE Int Conf Syst Man Cybernet 7:6262–6267
27.
go back to reference Lee TC, Polak JW, Bell MGH (2009) A new approach to modeling mixed traffic containing motorcycles in urban area. Transp Res Rec J Transp Res Board 2140:195–205CrossRef Lee TC, Polak JW, Bell MGH (2009) A new approach to modeling mixed traffic containing motorcycles in urban area. Transp Res Rec J Transp Res Board 2140:195–205CrossRef
28.
go back to reference Jin S, Wang D, Xu C, Huang Z (2012) Staggered car-following induced by lateral separation effects in traffic flow. Phys Lett A 376:153–157CrossRefMATH Jin S, Wang D, Xu C, Huang Z (2012) Staggered car-following induced by lateral separation effects in traffic flow. Phys Lett A 376:153–157CrossRefMATH
29.
go back to reference Helbing D, Tilch B (1998) Generalized forced model of traffic dynamics. Phys Rev E 58(1):133CrossRef Helbing D, Tilch B (1998) Generalized forced model of traffic dynamics. Phys Rev E 58(1):133CrossRef
30.
go back to reference Gunay B (2007) Car following theory with lateral discomfort. Transp Res Part B 41:722–735CrossRef Gunay B (2007) Car following theory with lateral discomfort. Transp Res Part B 41:722–735CrossRef
31.
go back to reference Sparmann U (1978) Spurwechselvorgänge auf ZweispurigenBABRichtungsfahrbahnen. ForschungStraßenbau und Straßenverkehrstechnik, Heft 263 Sparmann U (1978) Spurwechselvorgänge auf ZweispurigenBABRichtungsfahrbahnen. ForschungStraßenbau und Straßenverkehrstechnik, Heft 263
32.
go back to reference Gipps PG (1986) A model for the structure of lane-changing decisions. Transp Res Part B Methodol 20(5):403–414CrossRef Gipps PG (1986) A model for the structure of lane-changing decisions. Transp Res Part B Methodol 20(5):403–414CrossRef
33.
go back to reference Hidas P, Behbahanizadeh K (1999) Microscopic simulation of lane changing under incident conditions. In: Proceedings of the 14th International Symposium on the Theory of Traffic Flow and Transportation, pp 53–69 Hidas P, Behbahanizadeh K (1999) Microscopic simulation of lane changing under incident conditions. In: Proceedings of the 14th International Symposium on the Theory of Traffic Flow and Transportation, pp 53–69
34.
go back to reference Hidas P (2002) Modelling lane changing and merging in microscopic traffic simulation. Transp Res Part C 10:351–371CrossRef Hidas P (2002) Modelling lane changing and merging in microscopic traffic simulation. Transp Res Part C 10:351–371CrossRef
35.
go back to reference Wei H, Lee J, Li Q, Li CJ (2000) Observation-based lane-vehicle-assignment hierarchy for microscopic simulation on an urban street network. In: Proceedings of the 79th TRB Annual Meeting, Washington DC, USA Wei H, Lee J, Li Q, Li CJ (2000) Observation-based lane-vehicle-assignment hierarchy for microscopic simulation on an urban street network. In: Proceedings of the 79th TRB Annual Meeting, Washington DC, USA
36.
go back to reference Halati A, Lieu H, Walker S (1997) CORSIM—corridor traffic simulation model. In: Proceedings of the Traffic Congestion and Traffic Safety in the 21st Century Conference, pp 570–576 Halati A, Lieu H, Walker S (1997) CORSIM—corridor traffic simulation model. In: Proceedings of the Traffic Congestion and Traffic Safety in the 21st Century Conference, pp 570–576
37.
go back to reference Yang QA (2007) Simulation laboratory for evaluation of dynamic traffic management systems. PhD Dissertation, Massachusetts Institute of Technology, USA Yang QA (2007) Simulation laboratory for evaluation of dynamic traffic management systems. PhD Dissertation, Massachusetts Institute of Technology, USA
38.
go back to reference Ahmed KI (1999) Modeling drivers’ acceleration and lane changing behavior. PhD Dissertation, Massachusetts Institute of Technology, USA Ahmed KI (1999) Modeling drivers’ acceleration and lane changing behavior. PhD Dissertation, Massachusetts Institute of Technology, USA
39.
go back to reference Toledo T (2003) Integrated driving behavior modeling, PhD Dissertation, Massachusetts Institute of Technology, USA Toledo T (2003) Integrated driving behavior modeling, PhD Dissertation, Massachusetts Institute of Technology, USA
40.
go back to reference Mallikarjuna C, Tharun B, Pal D (2013) Analysis of the lateral gap maintaining behaviour of vehicles in heterogeneous traffic stream. Procedia-Social Behav Sci 104:370–379CrossRef Mallikarjuna C, Tharun B, Pal D (2013) Analysis of the lateral gap maintaining behaviour of vehicles in heterogeneous traffic stream. Procedia-Social Behav Sci 104:370–379CrossRef
41.
go back to reference Luo Y, Jia B, Liu J, Lam HKW, Li X, Gao Z (2013) Modeling the interactions between car and bicycle in heterogeneous traffic. J Adv Transp. doi:10.1002/atr.1257 Luo Y, Jia B, Liu J, Lam HKW, Li X, Gao Z (2013) Modeling the interactions between car and bicycle in heterogeneous traffic. J Adv Transp. doi:10.​1002/​atr.​1257
42.
go back to reference Oketch TG (2000) New modeling approach for mixed-traffic streams with non-motorized vehicles. Transp Res Rec 1705:61–69CrossRef Oketch TG (2000) New modeling approach for mixed-traffic streams with non-motorized vehicles. Transp Res Rec 1705:61–69CrossRef
43.
go back to reference Mathew TV, Munigety CR, Bajpai A (2013) Strip-based approach for the simulation of mixed traffic conditions. J Comput Civil Eng ASCE 29(5):04014069:1–9 Mathew TV, Munigety CR, Bajpai A (2013) Strip-based approach for the simulation of mixed traffic conditions. J Comput Civil Eng ASCE 29(5):04014069:1–9
44.
go back to reference Siddique MAB (2013) Modelling drivers’ lateral movement behavior under weak-lane-disciplined traffic conditions. Thesis, Bangladesh University of Engineering and Technology, M. S Siddique MAB (2013) Modelling drivers’ lateral movement behavior under weak-lane-disciplined traffic conditions. Thesis, Bangladesh University of Engineering and Technology, M. S
45.
go back to reference Munigety CR, Mantri S, Mathew TV, Krishna Rao KV (2014) Analysis and modelling of tactical decisions of vehicular lateral movement in mixed traffic environment. In: Proceedings of the TRB 93rd Annual Meeting, Washington DC, USA Munigety CR, Mantri S, Mathew TV, Krishna Rao KV (2014) Analysis and modelling of tactical decisions of vehicular lateral movement in mixed traffic environment. In: Proceedings of the TRB 93rd Annual Meeting, Washington DC, USA
46.
go back to reference Drew DR, LaMotte LR, Buhr JH, Wattleworth JA (1967) Gap acceptance in the freeway merging process. Highw Res Rec 208:1–36 Drew DR, LaMotte LR, Buhr JH, Wattleworth JA (1967) Gap acceptance in the freeway merging process. Highw Res Rec 208:1–36
47.
go back to reference Cohen E, Dearnaley J, Hansel CEM (1955) The risk taken in crossing a road. Op Res Quart 6:120–128CrossRef Cohen E, Dearnaley J, Hansel CEM (1955) The risk taken in crossing a road. Op Res Quart 6:120–128CrossRef
48.
go back to reference Solberg P, Oppenlander JD (1966) Lag and gap acceptance at a stop-controlled intersection. Highway Res Rec 118:48–67 Solberg P, Oppenlander JD (1966) Lag and gap acceptance at a stop-controlled intersection. Highway Res Rec 118:48–67
49.
go back to reference Miller AJ (1972) Nine estimators of gap acceptance parameters. In: Proceedings of the 5th International Symposium on the Theory of Traffic Flow, pp 215–235 Miller AJ (1972) Nine estimators of gap acceptance parameters. In: Proceedings of the 5th International Symposium on the Theory of Traffic Flow, pp 215–235
50.
go back to reference Daganzo CF (1981) Estimation of gap acceptance parameters within and across the population from direct roadside observation. Transp Res Part B 15:1–15MathSciNetCrossRef Daganzo CF (1981) Estimation of gap acceptance parameters within and across the population from direct roadside observation. Transp Res Part B 15:1–15MathSciNetCrossRef
51.
go back to reference Mahmassani H, Sheffi Y (1981) Using gap sequences to estimate gap acceptance functions. Transp Res Part B 15:43–148CrossRef Mahmassani H, Sheffi Y (1981) Using gap sequences to estimate gap acceptance functions. Transp Res Part B 15:43–148CrossRef
52.
go back to reference Madanat SM, Cassidy MJ, Wang MH (1994) A probabilistic model of queuing delay at stop controlled intersection approaches. J Transp Eng ASCE 120:21–36CrossRef Madanat SM, Cassidy MJ, Wang MH (1994) A probabilistic model of queuing delay at stop controlled intersection approaches. J Transp Eng ASCE 120:21–36CrossRef
53.
go back to reference Cassidy MJ, Madanat SM, Wang M, Yang F (1995) Unsignalized intersection capacity and level of service: revisiting critical gap. Transp Res Rec 1484:16–23 Cassidy MJ, Madanat SM, Wang M, Yang F (1995) Unsignalized intersection capacity and level of service: revisiting critical gap. Transp Res Rec 1484:16–23
54.
go back to reference Choudhury CF, Ben-Akiva ME, Toledo T, Lee G and Rao A (2007) Modeling cooperative lane changing and forced merging behavior. In: Proceedings of the 86th Annual Meeting of the Transportation Research Board, Washington, DC, USA Choudhury CF, Ben-Akiva ME, Toledo T, Lee G and Rao A (2007) Modeling cooperative lane changing and forced merging behavior. In: Proceedings of the 86th Annual Meeting of the Transportation Research Board, Washington, DC, USA
55.
go back to reference Hidas P (2005) Modeling vehicle interactions in microscopic simulation of merging and weaving. Transp Res Part C Emerg Technol 13:37–62CrossRef Hidas P (2005) Modeling vehicle interactions in microscopic simulation of merging and weaving. Transp Res Part C Emerg Technol 13:37–62CrossRef
56.
go back to reference Popat TL, Gupta AK, Khanna SK (1989) A simulation study of delays and queue lengths for uncontrolled T-intersections. Highw Res Bull Indian Road Congr 39:71–78 Popat TL, Gupta AK, Khanna SK (1989) A simulation study of delays and queue lengths for uncontrolled T-intersections. Highw Res Bull Indian Road Congr 39:71–78
57.
go back to reference Raghavachari S, Badrinath KM, Bhanu Murthy PR (1993) Simulation of an urban uncontrolled urban intersection with pedestrian crossings. Highw Res Bull Indian Road Congr 48:29–49 Raghavachari S, Badrinath KM, Bhanu Murthy PR (1993) Simulation of an urban uncontrolled urban intersection with pedestrian crossings. Highw Res Bull Indian Road Congr 48:29–49
58.
go back to reference Agarwal RK, Gupta AK, Jain SS (1994) Simulation of intersection flows for mixed traffic. Highw Res Bull Indian Road Congr 51:85–97 Agarwal RK, Gupta AK, Jain SS (1994) Simulation of intersection flows for mixed traffic. Highw Res Bull Indian Road Congr 51:85–97
59.
go back to reference Kumar VM, Rao SK (1996) Simulation modeling of traffic operations on two-lane highways. Highw Res Bull Indian Road Congr 54:211–237 Kumar VM, Rao SK (1996) Simulation modeling of traffic operations on two-lane highways. Highw Res Bull Indian Road Congr 54:211–237
60.
go back to reference Sangole J, Patil GR, Patare P (2010) Modeling gap acceptance behavior of two-wheelers at uncontrolled intersections using neuro-fuzzy. Procedia-Social Behav Sci 20:927–941CrossRef Sangole J, Patil GR, Patare P (2010) Modeling gap acceptance behavior of two-wheelers at uncontrolled intersections using neuro-fuzzy. Procedia-Social Behav Sci 20:927–941CrossRef
61.
go back to reference Hossain M (1999) Capacity estimation of traffic circles under mixed traffic conditions using micro-simulation technique. Transp Res Part A 33:47–61 Hossain M (1999) Capacity estimation of traffic circles under mixed traffic conditions using micro-simulation technique. Transp Res Part A 33:47–61
62.
go back to reference Pawar DS, Patil GR (2014) Temporal and spatial gap acceptance at uncontrolled intersections in India. Transportation Research Record, No. 2461, TRB, Washington DC, USA, pp 129–136 Pawar DS, Patil GR (2014) Temporal and spatial gap acceptance at uncontrolled intersections in India. Transportation Research Record, No. 2461, TRB, Washington DC, USA, pp 129–136
63.
go back to reference Ashalatha R, Chandra S (2011) Critical gap through clearing behavior of drivers at unsignalised intersections. KSCE Journal of Civil Engineering 15(8):1427–1434CrossRef Ashalatha R, Chandra S (2011) Critical gap through clearing behavior of drivers at unsignalised intersections. KSCE Journal of Civil Engineering 15(8):1427–1434CrossRef
64.
go back to reference Kanagaraj V, Srinivasan KK, Sivanandan R (2010) Modeling vehicular merging behavior under heterogeneous traffic conditions. Transp Res Rec 2188:140–147CrossRef Kanagaraj V, Srinivasan KK, Sivanandan R (2010) Modeling vehicular merging behavior under heterogeneous traffic conditions. Transp Res Rec 2188:140–147CrossRef
65.
go back to reference Kanagaraj V, Srinivasan KK, Sivanandan R, Asaithambi G (2015) Study of unique merging behavior under mixed traffic conditions. Transp Res Part F Traffic Psychol Behav 29:98–112CrossRef Kanagaraj V, Srinivasan KK, Sivanandan R, Asaithambi G (2015) Study of unique merging behavior under mixed traffic conditions. Transp Res Part F Traffic Psychol Behav 29:98–112CrossRef
66.
go back to reference Asaithambi G, Kanagaraj V, Srinivasan KK, Sivanandan R (2012) Characteristics on urban arterials with significant motorized two-wheeler volumes: role of composition, intra-class variability, and lack of lane discipline. Transp Res Rec 2317:51–59CrossRef Asaithambi G, Kanagaraj V, Srinivasan KK, Sivanandan R (2012) Characteristics on urban arterials with significant motorized two-wheeler volumes: role of composition, intra-class variability, and lack of lane discipline. Transp Res Rec 2317:51–59CrossRef
67.
go back to reference Mathew TV, Ravi Shankar KVR (2011) Car-following behavior in traffic having mixed vehicle-types. Transp Lett Int J Transp Res 3(2):109–122CrossRef Mathew TV, Ravi Shankar KVR (2011) Car-following behavior in traffic having mixed vehicle-types. Transp Lett Int J Transp Res 3(2):109–122CrossRef
68.
go back to reference Kanagaraj V, Asaithambi G, Toledo T, Lee TC (2015) Trajectory data and flow characteristics of mixed traffic. Transp Res Rec 2491:1–11CrossRef Kanagaraj V, Asaithambi G, Toledo T, Lee TC (2015) Trajectory data and flow characteristics of mixed traffic. Transp Res Rec 2491:1–11CrossRef
69.
go back to reference Hurdle DI (1997) Motorcycling: time to apply the brakes. In: 25th European Transport Forum Annual Meeting: Policy, Planning and Sustainability, London pp 37–48 Hurdle DI (1997) Motorcycling: time to apply the brakes. In: 25th European Transport Forum Annual Meeting: Policy, Planning and Sustainability, London pp 37–48
70.
go back to reference Wigan MR (2001) Motorcycles as transport. In: European Transport Conference, Association for European Transport, London, UK Wigan MR (2001) Motorcycles as transport. In: European Transport Conference, Association for European Transport, London, UK
71.
go back to reference Robertson SA (2002) Motorcycling and congestion: definition of behaviours. In: McCabe T (ed) Contemporary ergonomics. Taylor and Francis, London, pp 273–277 Robertson SA (2002) Motorcycling and congestion: definition of behaviours. In: McCabe T (ed) Contemporary ergonomics. Taylor and Francis, London, pp 273–277
73.
go back to reference Kanagaraj V, Asaithambi G, Sivanandan R (2008) Development of microscopic simulation model for heterogeneous traffic using object oriented approach. Transportmetrica 4(3):227–247CrossRefMATH Kanagaraj V, Asaithambi G, Sivanandan R (2008) Development of microscopic simulation model for heterogeneous traffic using object oriented approach. Transportmetrica 4(3):227–247CrossRefMATH
74.
go back to reference Asaithambi G, Kanagaraj V, Sivanandan R (2009) Object-oriented methodology for intersection simulation model under heterogeneous traffic conditions. Adv Eng Softw 40(10):1000–1010CrossRefMATH Asaithambi G, Kanagaraj V, Sivanandan R (2009) Object-oriented methodology for intersection simulation model under heterogeneous traffic conditions. Adv Eng Softw 40(10):1000–1010CrossRefMATH
75.
go back to reference Toledo T, Koutsopoulos HN, Ben-Akiva ME (2003) Modelling integrated lane-changing behaviour. Transp Res Rec 1857:30–38CrossRef Toledo T, Koutsopoulos HN, Ben-Akiva ME (2003) Modelling integrated lane-changing behaviour. Transp Res Rec 1857:30–38CrossRef
76.
go back to reference Choudhury CF (2007) Modeling driving decisions with latent plans. PhD Dissertation, Department of Civil and Environmental Engineering, MIT Choudhury CF (2007) Modeling driving decisions with latent plans. PhD Dissertation, Department of Civil and Environmental Engineering, MIT
77.
go back to reference Mathew T, Radhakrishnan P (2010) Calibration of microsimulation models for non-lane based heterogeneous traffic at signalized intersections. J Urban Plann Dev 136:59–66CrossRef Mathew T, Radhakrishnan P (2010) Calibration of microsimulation models for non-lane based heterogeneous traffic at signalized intersections. J Urban Plann Dev 136:59–66CrossRef
78.
go back to reference Sangole JP and Patil GR (2014) Modeling vehicle group gap acceptance at uncontrolled t-intersections in Indian traffic. In: Proceedings of the TRB 93rd Annual Meeting, Washington DC, USA Sangole JP and Patil GR (2014) Modeling vehicle group gap acceptance at uncontrolled t-intersections in Indian traffic. In: Proceedings of the TRB 93rd Annual Meeting, Washington DC, USA
79.
go back to reference Hidas P and Wagner P (2004) Review of data collection methods for microscopic traffic simulation. In: Proceedings of World Conference on Transport Research, Istanbul, Turkey Hidas P and Wagner P (2004) Review of data collection methods for microscopic traffic simulation. In: Proceedings of World Conference on Transport Research, Istanbul, Turkey
80.
go back to reference Slinn M, Guest P, Mathews P (1998) Traffic surveys. Traffic engineering design–principles and practice. Arnold, London, pp 6–26 Slinn M, Guest P, Mathews P (1998) Traffic surveys. Traffic engineering design–principles and practice. Arnold, London, pp 6–26
81.
go back to reference Olsen ECB and Wierwille WW (2004) A unique approach for data analysis of naturalistic driver behavior data. SAE Future Transportation Technology Conference, Costa Mesa, CA Olsen ECB and Wierwille WW (2004) A unique approach for data analysis of naturalistic driver behavior data. SAE Future Transportation Technology Conference, Costa Mesa, CA
83.
go back to reference Kesting A, Treiber M (2008) Calibrating car-following models by using trajectory data: methodological study. Transp Res Rec 2088:148–156CrossRef Kesting A, Treiber M (2008) Calibrating car-following models by using trajectory data: methodological study. Transp Res Rec 2088:148–156CrossRef
84.
go back to reference Toledo T, Koutsopoulos HN, Ben-Akiva M (2009) Estimation of an integrated driving behavior model. Transp Res Part C 17(4):365–380CrossRef Toledo T, Koutsopoulos HN, Ben-Akiva M (2009) Estimation of an integrated driving behavior model. Transp Res Part C 17(4):365–380CrossRef
85.
go back to reference Moridpour S, Sarvi M, Rose G, Mazloumi E (2012) Lane-changing decision model for heavy vehicle drivers. J Intell Transp Syst Technol Plann Oper 16(1):24–35CrossRef Moridpour S, Sarvi M, Rose G, Mazloumi E (2012) Lane-changing decision model for heavy vehicle drivers. J Intell Transp Syst Technol Plann Oper 16(1):24–35CrossRef
86.
go back to reference Wan X, Jin P, Yang F and Ran B (2014) Modeling vehicle interactions during freeway ramp merging in congested weaving section. In: Proceedings of the 93rd TRB Annual Meeting, Washington, DC, USA Wan X, Jin P, Yang F and Ran B (2014) Modeling vehicle interactions during freeway ramp merging in congested weaving section. In: Proceedings of the 93rd TRB Annual Meeting, Washington, DC, USA
87.
go back to reference Marczak F, Daamen W, Buisson C (2013) Merging behaviour: empirical comparison between two sites and new theory development. Transp Res Part C Emerg Technol 36:530–546CrossRef Marczak F, Daamen W, Buisson C (2013) Merging behaviour: empirical comparison between two sites and new theory development. Transp Res Part C Emerg Technol 36:530–546CrossRef
88.
go back to reference Mallikarjuna C, Phanindra A, Rao KK (2009) Traffic data collection under mixed traffic conditions using video image processing. J Transp Eng ASCE 135(4):174–182CrossRef Mallikarjuna C, Phanindra A, Rao KK (2009) Traffic data collection under mixed traffic conditions using video image processing. J Transp Eng ASCE 135(4):174–182CrossRef
Metadata
Title
Driving Behaviors: Models and Challenges for Non-Lane Based Mixed Traffic
Authors
Gowri Asaithambi
Venkatesan Kanagaraj
Tomer Toledo
Publication date
01-10-2016
Publisher
Springer International Publishing
Published in
Transportation in Developing Economies / Issue 2/2016
Print ISSN: 2199-9287
Electronic ISSN: 2199-9295
DOI
https://doi.org/10.1007/s40890-016-0025-6

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