Use of Palm Oil Fuel Ash to Improve Chloride and Corrosion Resistance of High-Strength and High-Workability Concrete

被引:49
作者
Chindaprasirt, Prinya [2 ]
Chotetanorm, Chaicharn [3 ]
Rukzon, Sumrerng [1 ]
机构
[1] Rajamangala Univ Technol, Dept Civil Engn, Bangkok 10800, Thailand
[2] Khon Kaen Univ, Sustainable Infrastruct Res & Dev Ctr, Khon Kaen 40002, Thailand
[3] Khon Kaen Univ, Dept Civil Engn, Fac Engn, Khon Kaen 40002, Thailand
关键词
Chloride; Corrosion; High strength; High workability; Palm oil fuel ash; RICE HUSK ASH; PORTLAND-CEMENT; PERFORMANCE;
D O I
10.1061/(ASCE)MT.1943-5533.0000187
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the use of palm oil fuel ash as a pozzolanic material in producing high-strength and high-workability concrete. Portland cement Type I (CT) was partially replaced with ground palm oil fuel ash (PA). PA with 2-5% by weight retained on a sieve No. 325 was used. The concrete mixtures were made with portland cement Type I containing 10, 20, and 30% of PA. Compressive strength, coefficient of water absorption, rapid chloride penetration and corrosion resistance of concretes were determined. Test results indicated that the high-strength high-workability concrete can be achieved by using PA to replace portland cement Type I up to 20%. The resistance to chloride-induced corrosion of concrete containing PA as measured by accelerated corrosion test with impressed voltage is significantly improved in comparison to that of CT concrete. DOI: 10.1061/(ASCE)MT.1943-5533.0000187. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:499 / 503
页数:5
相关论文
共 15 条
[1]  
ACI, 2010, ACI 363R-10
[2]  
[Anonymous], [No title captured]
[3]  
*ASTM, 2007, C204070401 ASTM
[4]  
*ASTM, 2010, C494C494M100402 ASTM
[5]  
*ASTM, 2009, C39M09A ASTM
[6]  
*ASTM, 2006, C6420602 ASTM
[7]  
*ASTM, 2008, C61808A0402 ASTM
[8]  
*ASTM, 2010, C1202100402 ASTM
[9]   Strength, porosity and corrosion resistance of ternary blend Portland cement, rice husk ash and fly ash mortar [J].
Chindaprasirt, P. ;
Rukzon, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (08) :1601-1606
[10]   Effect of conditioning temperature on the strength and permeability of normal- and high-strength concrete [J].
Gardner, DR ;
Lark, RJ ;
Barr, B .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (07) :1400-1406