Review of Factors Controlling Skid Resistance at Tire-Pavement Interface

Author:

Kumar Abhinav1ORCID,Gupta Ankit1ORCID

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology (BHU), Varanasi, India

Abstract

Road safety is of prime importance for pavement engineers and maintenance authorities. Pavement resistance to skidding of the vehicle has long been recognized as one of the leading parameters governing road safety and driving comfort, especially in wet weather conditions. The knowledge of skid resistance offered by pavement surface is very valuable information for road safety enhancements. Skid resistance is defined as the force developed when a tire that is prevented from rotation slides along the pavement surface. Evaluation of skid resistance over time and estimation of factors influencing it are important for pavement maintenance and rehabilitation planning. This paper presents a state-of-the-art review of various research works carried out for assessing critical parameters like surface texture, tire tread, rain intensity, temperature, loading condition, tire inflation pressure, and pavement type which control skid resistance of asphalt pavement at tire-road interface significantly. First, a brief overview of skid resistance and its importance in asphalt pavement is provided. Then, critical parameters influencing skid resistance are identified and reviewed more elaborately. Furthermore, the key relationship between skid resistance and various controlling parameters is reviewed and presented for a better understanding of skid variation analysis. Finally, a general discussion on skid resistance governing factors, their relative importance in maintaining safety and pavement performance, the complexity involved in computation, and established relationships with skid resistance is briefly summarized.

Funder

Ministry of Education, Government of India

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference107 articles.

1. Prediction of Wet-Pavement Skid Resistance and Hydroplaning Potential

2. An assessment of the skid resistance effect on traffic safety under wet-pavement conditions

3. DunfordA.Friction and the texture of aggregate particles used in the road surface course2013Nottingham, UKDoctoral dissertation, University of NottinghamPh. D. Thesis

4. A study on the relationship between mean texture depth and mean profile depth of asphalt pavements

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