Research Article

A New Model of Stopping Sight Distance of Curve Braking Based on Vehicle Dynamics

Table 2

Comparison of various stopping sight distances.

Design/running velocity (km/h)Different circular curve parameters [17]Specification values [13] (m)Literature values [11] (m)Equation (21) values (m)Running distance within (m)Experimental values (m)Experimental final values (m)

120/10210000.29210191.72228.176.4203.1Rollover279.5Rollover
100/857000.30160143.37169.163.7142.3101.2206.0166.9
80/684000.31110101.58118.451.091.865.3142.8118.3
60/522000.337572.0978.539.158.243.497.384.5

Note: is the friction coefficient of the wet road; Specification values and literature values are obtained by straight-line brake stopping sight distance;  s (according to provisions of Technical Standard of Highway Engineering [18], the value of braking reaction time is 2.5 s; according to Yuan et al. [11] research, the build-up time of the braking force is 0.2 s);  m/s2 in (21); the final experimental values are obtained from experimental values plus the running distance within .