Abrasion and skid resistance of recyclable fly ash concrete pavement made with limestone aggregate

被引：45

作者：

Yoshitake, Isamu ^{[1
]}

Ueno, Sayaka ^{[1
]}

Ushio, Yuta ^{[1
]}

Arano, Hiroki ^{[1
]}

Fukumoto, Sunao ^{[2
]}

机构：

[1] Yamaguchi Univ, Dept Civil & Environm Engn, 2-16-1 Tokiwadai, Ube, Yamaguchi 7558611, Japan

[2] Chugoku Elect Power Co Inc, Naka Ku, 4-33 Komachi, Hiroshima, Hiroshima 7308701, Japan

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2016年 / 112卷

基金：

日本学术振兴会;

关键词：

Abrasion; Skid resistance; Fly ash; Pavement; Recyclable concrete; PAVING BLOCKS;

D O I：

10.1016/j.conbuildmat.2016.02.185

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The abrasion and subsequent skid resistance of recyclable concrete pavement using raveling tests with tire chains has been examined, since the abrasion of limestone aggregate-containing concrete pavements is of concern. The recyclable concrete was made by replacing 40% of the cement mass with fly ash concrete. Limestone rock fine and coarse aggregates were mixed in the concrete with a water/cementitious material ratio of 0.33 for early adequate strength. The test results show: (1) the abrasion wear of the recyclable concrete increases gradually with an increase of fly ash; (2) the skid resistance of the recyclable concrete is almost equal skid resistance to the concrete with siliceous aggregate. (C) 2016 Elsevier Ltd. All rights reserved.

引用

页码：440 / 446

页数：7

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