RESISTANCE TO CRACKING OF ASPHALT CONCRETE SATURATED WITH ROAD SALT DURING FREEZING

Authors

DOI:

https://doi.org/10.31649/2311-1429-2022-2-54-59

Keywords:

crack resistance, asphalt concrete, deformation capacity, thermal shrinkage cracks

Abstract

The article deals with issues of resistance to cracking at low temperature, low-temperature characteristics of asphalt concrete, tensile strength in bending, and the ratio of tensile strength to bending deformation, which reflects the flexibility of asphalt concrete.

When the temperature is relatively low, the asphalt concrete should have a certain deformation capacity, and the temperature shrinkage crack can be reduced under the low temperature condition. The ultimate flexure tensile strain at low temperature is closely related to the performance of asphalt. Increasing the viscosity of asphalt can improve the low-temperature crack resistance of pavement.

Author Biographies

Guo Mingjun, Vinnytsia National Technical University

Postgraduate Department of Department of Construction, Urban Management and Architecture

Svitlana Korolevska, Vinnytsia National Technical University

engineer of the 1st category of the department of labor  protection

References

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https://conferences.vntu.edu.ua/index.php/egeu/egeu2021/paper/viewFile/14092/11941

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https://conferences.vntu.edu.ua/index.php/itb/itb2022/paper/view/16746

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Published

2023-03-22

How to Cite

[1]
G. Mingjun and S. Korolevska, “RESISTANCE TO CRACKING OF ASPHALT CONCRETE SATURATED WITH ROAD SALT DURING FREEZING”, СучТехнБудів, vol. 33, no. 2, pp. 54–59, Mar. 2023.

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Section

BUILDING MATERIALS AND PRODUCTS

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