Use of incinerator ash as a replacement for cement and sand in cement mortars

被引:52
作者
Al-Rawas, AA [1 ]
Hago, AW [1 ]
Taha, R [1 ]
Al-Kharousi, K [1 ]
机构
[1] Sultan Qaboos Univ, Dept Civil & Architectural Engn, Al Khoud 123, Oman
关键词
D O I
10.1016/j.buildenv.2004.10.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Incinerator ash was investigated for its potential use as a replacement for sand and cement in cement mortars. The physical and chemical characteristics of the raw materials were determined. Two sets of mixes were prepared. For the first set, cement and water quantities were fixed while incinerator ash was used at 0%, 10%, 20%, 30% and 40% replacement by weight for sand. In the second set, incinerator ash was used at 0%, 10%, 20% and 30% replacement by weight for cement while sand and water quantities were kept constant. The cement, sand and water mixing proportions were 1:3:0.7, respectively. Slump, compressive strength and unit weight tests were performed on all specimens. Results indicate that incinerator ash caused a reduction in slump values when it was used as a replacement for sand while an opposite trend was observed when it was used as a replacement for cement. The replacement of sand by incinerator ash up to 40% exhibited a higher compressive strength than the control mix (0% incinerator ash) for most curing periods. The maximum compressive strength of 36.4 N/mm(2) was achieved using 20% incinerator ash after 28 days of curing. Specimens prepared using 20% incinerator ash replacement for cement yielded a higher compressive strength than the control mix after 14 and 28 days of curing. The maximum compressive strength of 274 N/mm(2) was achieved at 28 days curing period. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1261 / 1266
页数:6
相关论文
共 15 条
[1]  
AlAmoudi OSB, 1996, CEMENT CONCRETE AGGR, V18, P71
[2]  
ASTM, 1997, ASTM C 642
[3]  
*ASTM, 1998, C642 ASTM
[4]  
*ASTM, 1980, C618 ASTM
[5]  
*BRIT STAND I, 1990, 1377 BRIT STAND I
[6]  
DEWEY GR, 1993, P S REC EFF REUS DIS, P5
[7]  
FERGUSON G, 1993, P ASCE ANN CONV EXP, P1
[8]  
Garrick N.W., 1993, TRANSPORT RES REC, V1418, P30
[9]  
Ghafoori N., 1993, P SESS UT IND BY PRO, P52
[10]  
*OM STAND, 1981, OS26