The study of using rice husk ash to produce ultra high performance concrete

被引:255
作者
Nguyen Van Tuan [1 ]
Ye, Guang [1 ]
van Breugel, Klaas [1 ]
Fraaij, Alex L. A. [1 ]
Bui Danh Dai [2 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Microlab, NL-2600 GA Delft, Netherlands
[2] Natl Univ Civil Engn, Dept Bldg Mat, Hanoi, Vietnam
关键词
Compressive strength; Fineness; Rice husk ash; Silica fume; Ultra high performance concrete; SILICA FUME; HYDRATION;
D O I
10.1016/j.conbuildmat.2010.11.046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The limited available resource and the high cost of silica fume (SF) in producing ultra high performance concrete (UHPC) give the motivation for searching for the substitution by other materials with similar functions, especially in developing countries. Rice husk ash (RHA), an agricultural waste, is classified as "a highly active pozzolan" because it possesses a very high amount of amorphous SiO2 and a large surface area. The possibility of using RHA to produce UHPC was investigated in this study. The result shows that the compressive strength of UHPC incorporating RHA, with the mean size between 3.6 mu m and 9 mu m, can be achieved in excess of 150 MPa with normal curing regime. The interesting point is that the effect of RHA on the development of compressive strength of UHPC is larger than that of SF. Besides, the sample incorporating the ternary blend of cement with 10% RHA and 10% SF showed better compressive strength than that of the control sample without RHA or SF. This blend proved to be the optimum combination for achieving maximum synergic effect. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2030 / 2035
页数:6
相关论文
共 26 条
[1]  
*BFUP, 2002, AFGC PUBL
[2]  
Bui D.D., 2001, THESIS DELFT U TECHN, P122
[3]  
Buitelaar P., 2004, International Symposium on Ultra High Performance Concrete, P25
[4]   Microsilica from rice husk as a possible substitute for condensed silica fume for high performance concrete [J].
Chandrasekhar, S ;
Pramada, PN ;
Raghavan, P ;
Satyanarayana, KG ;
Gupta, TN .
JOURNAL OF MATERIALS SCIENCE LETTERS, 2002, 21 (16) :1245-1247
[5]  
Cook D J., 1986, Concrete Technology and Design: Cement Replacement Materials, Vol, V3, P171
[6]  
Dalhuisen D., 1996, P INT C UT HIGH HIGH, P235
[7]   OPTIMIZATION OF ULTRA-HIGH-PERFORMANCE CONCRETE BY THE USE OF A PACKING MODEL [J].
DE LARRARD, F ;
SEDRAN, T .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (06) :997-1009
[8]  
DETWILER RJ, 1989, ACI MATER J, V86, P609
[9]  
FAO, 2009, RIC MARK MON
[10]  
HUANG CY, 1985, CEMENT CONCRETE RES, V15, P585