Vehicle trajectory at curved sections of two-lane mountain roads: a field study under natural driving conditions

PurposeThe trajectory of a vehicle is comprehensively affected by the interactions between the vehicle, the driving behavior, and the road environment. High-risk driving behaviors and accident-prone road sections can be identified based on the relationship between the trajectory and road geometry. Previous related studies mostly focused on the trajectory deviation at a few points on the road, which cannot capture the continuous variation of the trajectory in an entire curve, and seldom considered the trajectory characteristics along curves with large deflection angles. The aim of this study is to investigate the trajectories passenger cars take on two-lane mountain roads and thus to determine the track patterns and its relevant risks.MethodsField driving experiments were performed on four two-lane mountain highways, and vehicle trajectories under natural driving conditions were acquired. The continuous change in the lateral deviation rate of the trajectory was also determined by putting the measured trajectories into the coordinate frame together with the edge line of roadway. Further, the morphological features of the vehicle trajectory and how it is affected by the highway geometry were analyzed.Results and conclusionsThe following were observed: i) Typical track patterns were determined according to features of LDRT profiles, four patterns for left-hand bends and five patterns for right-hand bends, which can be used to identify crash prone position and reveal the mechanism of crash. ii) Inertia may cause the vehicle to move too close to the outer side of the curve after a cut, for which reason the driver has to correct the trajectory, although overcorrection may move the vehicle into the oncoming lane. iii) A higher speed at curve entry adopt by the driver could result in a larger encroachment into opposite lane or shoulder. iv) The smaller the radius of the horizontal curve, the more frequently the trajectory entered the oncoming lane. These findings could provide a better understanding of the track behavior of passenger cars, judge the safety implications of driver behavior, and thus identify crash prone positioning and the potential mechanisms of head-on crashes, run-off-road and guardrail collisions.

[1]  Jun Zhao,et al.  Collaborative decision model of driver “desired trajectory-desired speed” applying to complex circuit , 2014 .

[2]  Xiaoduan Sun,et al.  Safety Improvement from Edge Lines on Rural Two-Lane Highways , 2012 .

[3]  Marcus A Brewer,et al.  Studies to Determine the Operational Effects of Shoulder and Centerline Rumble Strips on Two-Lane Undivided Roadways , 2009 .

[4]  R Steyer,et al.  LATERAL PLACEMENT OF VEHICLES ON CURVES OF TWO-LANE RURAL ROADS AS SAFETY CRITERION , 1997 .

[6]  John Golias,et al.  Differences between Vehicle Lateral Displacement on the Road and in a Fixed-Base Simulator , 2002, Hum. Factors.

[7]  Jin Xu,et al.  Modeling typical driving patterns in target trajectory decisions for vehicles traversing roads with complex shapes , 2016, Simul..

[8]  Bernard Jacob,et al.  Vehicle Trajectory Analysis: An Advanced Tool for Road Safety , 2012 .

[9]  Shao Yiming Effect of Horizontal Curves Design on Track and Speed of Passenger Car , 2012 .

[10]  Chen Yong-xi Influence of Spiral Setting on Vehicle Speed on Curve , 2011 .

[11]  Maria Gemou Transferability of driver speed and lateral deviation measurable performance from semi-dynamic driving simulator to real traffic conditions , 2013 .

[12]  Peter Spacek Track Behavior in Curve Areas: Attempt at Typology , 2005 .

[13]  Florent Lamiraux,et al.  Trajectory deformation applied to kinodynamic motion planning for a realistic car model , 2006, Proceedings 2006 IEEE International Conference on Robotics and Automation, 2006. ICRA 2006..

[14]  Randy B Machemehl,et al.  Safety Impact of Edge Lines on Rural Two-Lane Highways , 2005 .

[15]  W T Taylor,et al.  EFFECT OF EDGE STRIPING ON TRAFFIC OPERATIONS , 1960 .

[16]  Jean-Michel Auberlet,et al.  Trajectory variability: Road geometry difficulty indicator , 2012 .

[17]  M E Diaz,et al.  AUTOMATIC DATA EXTRACTION OF VEHICLE TRAJECTORY BY DIGITAL IMAGE PROCESSING FOR ANALYZING BEHAVIOUR - EXPERIMENTAL RESULTS , 2000 .

[18]  John C Glennon,et al.  HIGHWAY CURVE DESIGN FOR SAFE VEHICLE OPERATIONS , 1972 .

[19]  David Shinar,et al.  Effect of shoulder width, guardrail and roadway geometry on driver perception and behavior. , 2011, Accident; analysis and prevention.

[20]  Eric T. Donnell,et al.  Operational Effects of Wide Edge Lines Applied to Horizontal Curves on Two-Lane Rural Highways , 2006 .

[21]  G D Weaver,et al.  THE RELATIONSHIP OF VEHICLE PATHS TO HIGHWAY CURVE DESIGN , 1971 .

[22]  R A Krammes,et al.  POST-MOUNTED DELINEATORS AND RAISED PAVEMENT MARKERS: THEIR EFFECT ON VEHICLE OPERATIONS AT HORIZONTAL CURVES ON TWO-LANE RURAL HIGHWAYS , 1991 .

[23]  Francesco Bella,et al.  Driver perception of roadside configurations on two-lane rural roads: Effects on speed and lateral placement. , 2013, Accident; analysis and prevention.

[24]  Jonathan P. How,et al.  Real-Time Motion Planning With Applications to Autonomous Urban Driving , 2009, IEEE Transactions on Control Systems Technology.

[25]  R Steyer,et al.  TRAFFIC SAFETY ON TWO-LANE RURAL ROADS - NEW CONCEPTS AND FINDINGS , 2000 .