Abstract

Under adverse weather conditions, visibility and the available pavement friction are reduced. The improper selection of speed on curved road sections leads to an unreasonable distribution of longitudinal and lateral friction, which is likely to cause rear-end collisions and lateral instability accidents. This study considers the combined braking and turning maneuvers to obtain the permitted vehicle speed under rainy conditions. First, a braking distance computation model was established by simplifying the relationship curve between brake pedal force, vehicle braking deceleration, and braking time. Different from the visibility commonly used in the meteorological field, this paper defines "driver’s sight distance based on real road scenarios" as a threshold to measure the longitudinal safety of the vehicle. Furthermore, the lateral friction and rollover margin is defined to characterize the vehicle’s lateral stability. The corresponding relationship between rainfall intensity-water film thickness-road friction is established to better predict the safe speed based on the information issued by the weather station. It should be noted that since the road friction factor of the wet pavement not only determined the safe vehicle speed but also be determined by the vehicle speed, so we adopt Ferrari’s method to solve the quartic equation about permitted vehicle speed. Finally, the braking and turning maneuvers are considered comprehensively based on the principle of friction ellipse. The results of the TruckSim simulation show that for a single-unit truck, running at the computed permitted speed, both lateral and longitudinal stability meet the requirements. The proposed permitted vehicle speed model on horizontal curves can provide driving guidance for drivers on curves under rainy weather or as a decision-making basis for road managers.

Highlights

  • The design criteria [1] and most of the current advisory speed models [2, 3] on horizontal curves are for safety and comfort matters under normal weather conditions

  • This paper has presented a procedure for the curve safe speed decision considering emergency braking maneuver under rainy weather, according to the vehicle longitudinal safety and the lateral safety

  • The results indicate that the effect of heavy rain on the permitted speed of the horizontal curve is mainly reflected in the decrease of the sight distance

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Summary

Introduction

The design criteria [1] and most of the current advisory speed models [2, 3] on horizontal curves are for safety and comfort matters under normal weather conditions. Two main situations require emergency braking collision avoidance maneuver: a) an object suddenly falls onto the lane, an animal suddenly crossing the road, or the front vehicle suddenly stops due to a malfunction within the demanded stopping sight distance, b) the sight distance is less than the demanded stopping sight distance caused by adverse weather or dim light These scenarios occur rarely but are unavoidable, especially dangerous for curved road sections, where part of the tire/pavement friction has been distributed in the lateral direction to maintain a turning path. J. Peng et al present a finite element simulation model to determine the safe vehicle speeds on wet horizontal pavement curves considering the skid resistance requirements [22].

Methods
Longitudinal braking margin
Lateral friction and rollover margins
Combination of braking and turning maneuvers
Determination of maximum safe vehicle speed
Model validation
Findings
Conclusions
Full Text
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