Characteristic study of geopolymer fly ash sand as a replacement to natural river sand

被引:59
作者
Agrawal, U. S. [1 ]
Wanjari, S. P. [1 ]
Naresh, D. N. [2 ]
机构
[1] Visvesvaraya Natl Inst Technol, Dept Civil Engn, Nagpur 440010, Maharashtra, India
[2] Natl Thermal Power Cooperat, Raipur 492001, Madhya Pradesh, India
关键词
Geopolymer; Fly ash; Sand; Physical properties; Chemical properties; Mechanical properties; MECHANICAL-PROPERTIES; CONCRETE; STRENGTH; MORTAR;
D O I
10.1016/j.conbuildmat.2017.06.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The increase in construction activities is leading to the depletion and the exploitation of the natural river sand, causing adverse effects on the environment. Therefore there is an urgent need to find an alternative substitute or replacement of natural river sand. Presently crushed sand or high volume fly ash are used as natural sand replacement, however geoploymer fly ash sand could be better environment friendly replacement. In this research geopolymer fly ash sand (GFS) particles are prepared by geopolymerising fly ash and its properties are compared with natural sand which yield satisfactory results in terms of physical, chemical, mechanical and durability properties. GFS has comparable specific gravity (2.46), good particle size distribution (zone-I) and frictional angle (42 degrees) as compared to natural river sand (NRS). Though GFS has pH (12.2) value and water absorption (5.61%) value slightly higher than the NRS, the soundness and the alkali silica reaction are within limits as per Indian Standard code. The mortar specimens with GFS achieved 93.6% at 28 day compressive strength as compared to NRS, indicating GFS has the potential to replace natural river sand in construction activities. (c) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:681 / 688
页数:8
相关论文
共 48 条
[1]   Effect of cement addition, solution resting time and curing characteristics on fly ash based geopolymer concrete performance [J].
Aliabdo, Ali A. ;
Abd Elmoaty, Abd Elmoaty M. ;
Salem, Hazem A. .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 123 :581-593
[2]  
[Anonymous], IS8112
[3]  
[Anonymous], 1970, IS1498
[4]  
[Anonymous], IS383
[5]  
[Anonymous], IS2386 3
[6]   Solution chemistry during cement hydration in the presence of metal hydroxide wastes [J].
Asavapisit, S ;
Fowler, G ;
Cheeseman, CR .
CEMENT AND CONCRETE RESEARCH, 1997, 27 (08) :1249-1260
[7]  
ASTM, 2008, Standard specification for carbon structural steel
[8]  
ASTM, 2001, ASTM C 1260
[9]   Very high strength (120 MPa) class F fly ash geopolymer mortar activated at different NaOH amount, heat curing temperature and heat curing duration [J].
Atis, C. D. ;
Gorur, E. B. ;
Karahan, O. ;
Bilim, C. ;
Ilkentapar, S. ;
Luga, E. .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 96 :673-678
[10]   Chloride-induced corrosion of reinforcement in low-calcium fly ash-based geopolymer concrete [J].
Babaee, M. ;
Castel, A. .
CEMENT AND CONCRETE RESEARCH, 2016, 88 :96-107