The development of compressive strength of ground granulated blast furnace slag-palm oil fuel ash-fly ash based geopolymer mortar

被引:214
作者
Islam, Azizul [1 ]
Alengaram, U. Johnson [1 ]
Jumaat, Mohd Zamin [1 ]
Bashar, Iftekhair Ibnul [1 ]
机构
[1] Univ Malaya, Dept Civil Engn, Fac Engn, Kuala Lumpur 50603, Malaysia
关键词
Palm oil fuel ash; Ground granulated blast furnace slag; Fly ash; Manufactured sand; Geopolymer mortar; Compressive strength; SHELL LIGHTWEIGHT CONCRETE; WATER PERMEABILITY; KERNEL SHELL; RESISTANCE; AGGREGATE; BEHAVIOR; DESIGN;
D O I
10.1016/j.matdes.2013.11.080
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper presents the report on the use of optimum level of palm oil fuel ash (POFA), ground granulated blast furnace slag (GGBS) and low calcium fly-ash (FA) with manufactured sand (M-sand) to produce geopolymer mortar. Eleven mixtures were prepared with varying binder contents with the POFA content varying between 25% and 100%; the other constituent materials such as fine aggregate and water were kept constant. All the specimens were cured in oven for 24 h at 65 degrees C and thereafter kept in room temperature (about 26-29 degrees C) before testing for the compressive strength. The highest compressive strength of about 66 MPa was achieved for the mortar containing 30% of POFA and 70% of GGBS with a total binder content of 460 kg/m(3). The increase in the POFA content beyond 30% reduces the compressive strength. The density reduction after 3 days was found negligible. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:833 / 841
页数:9
相关论文
共 43 条
[1]   Utilization of oil palm kernel shell as lightweight aggregate in concrete - A review [J].
Alengaram, U. Johnson ;
Al Muhit, Baig Abdullah ;
bin Jumaat, Mohd Zamin .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 :161-172
[2]   Shear behaviour of reinforced palm kernel shell concrete beams [J].
Alengaram, U. Johnson ;
Jumaat, Mohd Z. ;
Mahmud, Hilmi ;
Fayyadh, Moatasem M. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (06) :2918-2927
[3]   Enhancement and prediction of modulus of elasticity of palm kernel shell concrete [J].
Alengaram, U. Johnson ;
Mahmud, Hilmi ;
Jumaat, Mohd Zamin .
MATERIALS & DESIGN, 2011, 32 (04) :2143-2148
[4]  
Andrew Short, 1978, LIGHTWEIGHT CONCRETE
[5]  
[Anonymous], 1996, 146 BSI
[6]  
[Anonymous], 2012, OIL PALM IND EC J
[7]  
[Anonymous], 1992, 6699 BSI
[8]  
[Anonymous], 1997, 3892 BSI 1
[9]  
[Anonymous], 2005, RES REPORT GC
[10]  
Ashraf MA, 2011, SCI RES ESSAYS, V6, P71, DOI 10.5897/SRE11.1605