scholarly journals Skid resistance evaluation of pervious pavement mixtures using XRCT-based modelling

2021 ◽  
Vol 7 ◽  
pp. 100041
Author(s):  
Ajayshankar Jagadeesh ◽  
Ghim Ping Ong
2020 ◽  
Vol 146 (3) ◽  
pp. 04020027
Author(s):  
You Zhan ◽  
Joshua Qiang Li ◽  
Guangwei Yang ◽  
Kelvin. C. P. Wang ◽  
Wenying Yu

2002 ◽  
Vol 128 (6) ◽  
pp. 591-595 ◽  
Author(s):  
A. G. Kokkalis ◽  
G. H. Tsohos ◽  
O. K. Panagouli

2021 ◽  
pp. 107311
Author(s):  
Jiale Lu ◽  
Baofeng Pan ◽  
Quan Liu ◽  
Minghao Sun ◽  
Pengfei Liu ◽  
...  

2000 ◽  
Vol 28 (3) ◽  
pp. 178-195 ◽  
Author(s):  
N. Amino ◽  
Y. Uchiyama

Abstract In this study, the relationships between friction and viscoelastic properties such as loss tangent tan δ and storage modulusE′ were examined. Wet skid resistance was measured using the British Pendulum Tester. The rubber specimens were rubbed againstfive silicone carbide cloths of differing abrasive grain sizes. The viscoelastic properties of the rubber specimens were measured with a viscoelasticspectrometer. From the data on wet skid resistance and viscoelastic properties, it is found that the coefficient of friction μ varies as follows:           μ = a + b · tan δ/E′ where a and b are constants. Tan δ/E′ was related to the hysteresis term of friction, and the μ-frequency curves were compared with the tan δ/E′ –frequency curves.


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