Effect of Winter Road Maintenance on the Asphalt Road Surface-Experience in Slovakia and the Czech Republic

被引:3
|
作者
Capayova, Silvia [1 ]
Cihlarova, Denisa [2 ]
Mondschein, Petr [3 ]
机构
[1] Slovak Univ Technol Bratislava, Fac Civil Engn, Dept Transportat Engn, Bratislava 81005, Slovakia
[2] VSB Tech Univ Ostrava, Dept Transport Construct, Ostrava 70800, Czech Republic
[3] Czech Tech Univ, Dept Rd Struct, Prague 16636, Czech Republic
关键词
asphalt pavement; bituminous binder; asphalt mixture; laboratory verification; physical-mechanical properties; winter road maintenance; de-icing salt; pavement assessment; DEICING SALT; INFILTRATION;
D O I
10.3390/ma15165618
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The properties of asphalt mixtures and the quality of their execution are key factors for their service life and durability in the pavement structure. This research aims to study the effect of deicing chemicals (sodium chloride, NaCl) on asphalt mixtures in laboratory conditions to know the changes in properties when the samples were loaded with a different number of freeze-thaw cycles. The behavior of the standardly used asphalt mixtures and bitumen binders was verified by the exposure to sodium chloride solution (20 g/L NaCl). In the first part of the experiment, penetration, elastic recovery, and softening point tests were performed for paving grade bitumen 50/70 and 70/100, and polymer-modified bitumen PMB 25/55-60. Furthermore, asphalt concrete (AC 11) mixtures with different air voids were subjected to 25, 50, and 75 freeze-thaw cycles to determine the effect on the service life of the pavement structure. Following the Czech standard, CSN 73 6161, and the TP 170 regulation for the design of asphalt pavements, the Marshall test and the stiffness modulus were determined for all asphalt samples. The obtained results show a negative effect of freeze-thaw cycles on the properties of asphalt concrete surface course mixtures and bitumen.
引用
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页数:16
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