Environmentally friendly interlocking concrete paving block containing new cementing material and recycled concrete aggregate

被引:25
作者
Abdulmatin, Akkadath [1 ]
Tangchirapat, Weerachart [1 ]
Jaturapitakkul, Chai [1 ]
机构
[1] KMUTT, Dept Civil Engn, Fac Engn, Bangkok 10140, Thailand
关键词
Bagasse ash; calcium carbide residue; concrete paving block; green production; recycled concrete aggregate; HIGH-STRENGTH CONCRETE; CALCIUM CARBIDE RESIDUE; FLY-ASH; COMPRESSIVE STRENGTH; BAGASSE ASH; MECHANICAL PERFORMANCE; RATIO; REPLACEMENT; INDUSTRY; COARSE;
D O I
10.1080/19648189.2017.1355265
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the properties of concrete block made from industrial waste materials. Two by-products, calcium carbide residue (CR) and bagasse ash (BA), were combined and used as a substitute binder for Portland cement, and 100% recycled concrete aggregate (RCA) was used to replace natural aggregate in making interlocking concrete paving block. The results showed that the densities of the concrete blocks with unmodified CR and BA as a binder were decreased, moreover, their water absorptions were higher than those of concrete blocks with high fineness of binder. The compressive strength of some concrete block can be sufficiently high to meet the requirement for interlocking concrete paving block in accordance with Thai Industrial Standard (TIS 827), which is higher than 40.0 MPa at the testing age of not less than 7 days. The abrasion resistance of concrete block is likely to be decreased compared to normal concrete due to the RCA in the mixture; however, the abrasion resistance can be improved by increasing the fineness of binder. These remarkable results indicate that CR, BA and RCA in suitably mixed proportions can be used as a good choice for an alternative material to make environmentally friendly interlocking concrete paving block.
引用
收藏
页码:1467 / 1484
页数:18
相关论文
共 51 条
[1]  
[Anonymous], 2012, C944 ASTM ASTM INT
[2]  
[Anonymous], 1988, 827 TIS, P1
[3]  
[Anonymous], 2016, C936 ASTM ASTM INT
[4]  
[Anonymous], 2015, C618 ASTM
[5]  
[Anonymous], 2015, C140 ASTM ASTM INT
[6]  
Arioglu N, 2006, ACI MATER J, V103, P18
[7]   Abrasion-porosity-strength model for fly ash concrete [J].
Atis, CD .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (04) :408-410
[8]   High volume fly ash abrasion resistant concrete [J].
Atis, CD .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2002, 14 (03) :274-277
[9]   Effects of silica fume addition and water to cement ratio on the properties of high-strength concrete after exposure to high temperatures [J].
Behnood, Ali ;
Ziari, Hasan .
CEMENT & CONCRETE COMPOSITES, 2008, 30 (02) :106-112
[10]   Mechanical performance of concrete made with aggregates from construction and demolition waste recycling plants [J].
Bravo, Miguel ;
de Brito, Jorge ;
Pontes, Jorge ;
Evangelista, Luis .
JOURNAL OF CLEANER PRODUCTION, 2015, 99 :59-74