Figure 5. Characteristics of the change of car motion parameters during braking on asphalt pavement covered with grain, where: υ0 – initial speed, υk – final speed of car in motion, SP – test section

From

Non-typical Hazards in Road Traffic

Marian Dudziak, Andrzej Lewandowski, Michał Śledziński

American Journal of Mechanical Engineering. 2014, 2(7), 252-257 doi:10.12691/ajme-2-7-16