Parametric study of heterogeneous and no lane disciplined traffic stream

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From the literature survey it has been observed that to date no well acceptable theory exists that can model the 2D longitudinal and lateral driver behaviour of no lane based heterogeneous traffic stream in a comprehensive manner One of the major challenge in driver behaviour modelling lies in identifying the parameters that describe such type of typical driving behaviour or vehicle manoeuvre In the present study an attempt has been made to study the manoeuvring behaviour of different type

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