PROPERTIES OF COATED AND UNCOATED BIOMASS AGGREGATES AND THEIR EFFECTS ON THE STRENGTH AND WATER PERMEABILITY OF PERVIOUS GEOPOLYMER CONCRETE

被引:6
作者
Arafa, S. A. [1 ]
Ali, A. Z. B. Mohd [1 ]
Awal, A. S. M. Abdul [1 ]
Shamsuddin, Shamrul-Mar [1 ]
Hossain, M. Zakaria [2 ,3 ]
机构
[1] Univ Tun Hussein Onn Malaysia, Fac Civil & Environm Engn, Jamilus Res Ctr, Batu Pahat 86400, Johor Darul Taz, Malaysia
[2] Mie Univ, Grad Sch, Tsu, Mie 5148507, Japan
[3] Mie Univ, Fac Bioresources, Tsu, Mie 5148507, Japan
来源
INTERNATIONAL JOURNAL OF GEOMATE | 2018年 / 14卷 / 41期
关键词
Geopolymer; Biomass aggregate; Pervious concrete; Compressive strength; Water permeability;
D O I
10.21660/2018.41.73423
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Biomass aggregate (BA) is a by-product of biomass industries which is less dense and more porous than natural aggregate. In this two-part study, BA was mixed with fly ash and alkaline liquid, and heated in an oven at 80 degrees C for 24 h to produce coated biomass aggregate (CBA). The first part of this study was focused on the density, specific gravity, Los Angeles test, water absorption, aggregate impact value, and aggregate crushing value of BA, CBA, and normal aggregates (NA). The second part was focused on compressive strength and water permeability of pervious geopolymer concrete (PGC) that was produced with BA and CBA. Pervious concrete is a non-slip porous pavement concrete that allows water to slip through. In this study PGC was prepared from alkaline solution: fly ash ratio of 0:5, fly ash/coarse aggregate ratio of 1:7, Na2SiO3/NaOH ratio of 2:5, and NaOH concentration of 10 molarity. PGC was cured at 80 degrees C for 24 h. PGC made with CBA had higher compressive strength without much effect on water permeability. It has been found that PGC made with BA and CBA had lower density than PGC made with NA. Results indicated that both BA and CBA are viable alternative aggregates for producing PGC.
引用
收藏
页码:44 / 51
页数:8
相关论文
共 30 条
[1]  
Ahmad M.H., 2008, SHRINKAGE MALAYSIAN
[2]   Performance of geopolymer high strength concrete wall panels and cylinders when exposed to a hydrocarbon fire [J].
Ali, A. Z. Mohd ;
Sanjayan, Jay ;
Guerrieri, Maurice .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 137 :195-207
[3]  
[Anonymous], 2004, CONCRETE TECHNOLOGY
[4]  
[Anonymous], 2010, 552R10 ACI, P38
[5]  
*ASTM, 2003, C39C39M01 ASTM
[6]  
Awal ASMA, 2015, INT J GEOMATE, V9, P1441
[7]   Cement paste characteristics and porous concrete properties [J].
Chindaprasirt, P. ;
Hatanaka, S. ;
Chareerat, T. ;
Mishima, N. ;
Yuasa, Y. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (05) :894-901
[8]   High-Strength Geopolymer Using Fine High-Calcium Fly Ash [J].
Chindaprasirt, P. ;
Chareerat, T. ;
Hatanaka, S. ;
Cao, T. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (03) :264-270
[9]  
Chindaprasirt P, 2009, INT J MIN MET MATER, V16, P714
[10]  
Japan Concrete Institute, 2004, P JCI S DES CONSTR R, P1