Abrasion Characteristics of Exposed Aggregate Concrete Pavements under Surface Deterioration

被引:0
|
作者
Kim, Young Kyu [1 ]
Kim, Jae Hoon [2 ]
Kim, Kyoung Su [3 ]
Lee, Seung Woo [4 ]
机构
[1] Gangneung Wonju Natl Univ, Inst Disaster Prevent, Kangnung 25457, South Korea
[2] Korea Inst Civil Engn & Bldg Technol, Korea Construct Stand Ctr, Goyang 10223, South Korea
[3] Pyunghwa Engn Consultants, R&D Dept, Anyang 28825, South Korea
[4] Gangneung Wonju Natl Univ, Dept Civil Engn, Kangnung 25457, South Korea
基金
新加坡国家研究基金会;
关键词
Exposed aggregate concrete pavement; Abrasion characteristics; Surface deterioration; Scaling resistance; Durability; SKID RESISTANCE;
D O I
10.1007/s12205-023-2035-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study compares the abrasion characteristics of concrete pavements with exposed aggregates and transverse tining textures under surface deterioration conditions. Deicer scaling resistance tests and dressing wheel abrasion tests were conducted to simulate surface deterioration under environmental and wheel loading conditions, respectively. Dressing wheel abrasion tests showed that the abrasion depths in concrete with 8 mm and 10 mm exposed aggregate textures were 43% and 36% lower, respectively, than those with transverse tining surface textures. After 40 cycles of the deicer scaling resistance test, the abrasion depth in the tining surface textured concrete did not satisfy the abrasion criterion of concrete pavements. Therefore, the long-term durability of the exposed aggregate texture can be ensured against abrasion and surface deterioration resistance during the pavement service life.
引用
收藏
页码:3333 / 3340
页数:8
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