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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2023-12 (Vol.27 No.6)
  4. 10.11112/jksmi.2023.27.6.79
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References

1 
Guidelines for Installation and Management of Road Safety Facilities “Skid Resistance Pavement” (2022), Ministry of Land, Infrastructure and Transport, 1-16 (in Korean).URL
2 
SPS-F KTS-1102-1890 (2022), Pavement materials for antiskid, Korea Association of Road Safety Technology (in Korean).URL
3 
KS F 2375 (2016), Standard test method for measuringsurface frictional properties using the british pendulum tester, Korea Industrial Standards Commission . (in Korean)URL
4 
ASTM E 274-15 (2018), Skid Resistance of Paved Surfaces Using a Full-Scale Tire, American Society for Testing and Materials.URL
5 
BS 7491-2 (2000), Surface friction of pavements “Part 2: Test method for measurement of surface skid resistance using the GripTester braked wheel fixed slip device”, Brick Development Association.URL
6 
Cho, J. Y., Park, H. C., Hong, S. J., Yoo, H. J., and Kim, I. T. (2022), Identifying Factors Affecting Severity of Expressway Crash Considering Skid Resistance in Highway, Traffic Safety Research, 41, 287-306 (in Korean).DOI
7 
Choi, M. G., Lee, J. H., Hong, S. H., Sung, S. W., and Heong, J. H. (2021), Field Tests on Bond Strength and Skid Resistance of Thin Epoxy Overlay Pavements, Journal of Korean Society of Road Engineers, 23(6), 25-32 (in Korean).URL
8 
Im, B. I., and Son, Y. T. (2007), The Effect Analysis on the Rumble Strip Using Empirical Bayes Method, Korean Society of Transportation, 412-417 (in Korean).URL
9 
Park, P. D., Chung, J. H., and Yhim, S. S. (2002), Dynamic Analysis of Steel Box Girder Bridge installed with Skid Proof Pavement, Journal of Korean Society of Steel Construction, 14(2), 329-337 (in Korean).URL
10 
Lee, T. M., and Choi, H. J. (2021), Development of Dosmestic Pattern Frame Method for Skid Resistance Pavement, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(2), 58-65 (in Korean).DOI