Effects of curing regimes and cement fineness on the compressive strength of ordinary Portland cement mortars

被引:59
作者
Sajedi, Fathollah [1 ]
Razak, Hashim Abdul [1 ]
机构
[1] Univ Malaya, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
关键词
OPC mortar; Compressive strength; Curing regime; Cement fineness; CONCRETE; SLAG;
D O I
10.1016/j.conbuildmat.2010.11.043
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Curing techniques and curing duration have crucial effects on the strength and other mechanical properties of mortars. Proper curing can protect against moisture loss from fresh mixes. The objective of this experimental work is to examine the compressive strength of ordinary Portland cement mortars (OMs) under various curing regimes and cement fineness. Six different curing methods including water, air, water heated, oven heated, air-water, and water-air were applied to the specimens and also six groups of mortars were used. The results showed that the highest and lowest compressive strengths are attributed to the specimens of OPC mortar water cured using grounded OPC for duration of 6 h (OM-G6-wc) and OPC mortar air cured under room temperature with oven heated after demoulding of the specimens at 60 C for duration of 20 h (OM-OH-ac), respectively. The maximum levels obtained of compressive strengths at 7, 28, and 90 days are 57.5, 70.3, and 76.0 MPa, respectively. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2036 / 2045
页数:10
相关论文
共 15 条
[1]  
ACICommittee308, 1998, 308 ACI COMM
[2]   Effect of curing methods on the properties of plain and blended cement concretes [J].
Al-Gahtani, A. S. .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (03) :308-314
[3]  
*ASTM, C230C230M08 ASTM
[4]   Influence of initial curing on the properties of concrete containing limestone blended cement [J].
Bonavetti, V ;
Donza, H ;
Rahhal, V ;
Irassar, E .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (05) :703-708
[5]   Effect of curing conditions on the mortars with and without GGBFS [J].
Cakir, O. ;
Akoz, F. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (03) :308-314
[6]  
HIGGINSON EC, 1970, ASTM STP, V473
[7]   Experimental study of early-age behavior of high performance concrete deck slabs under different curing methods [J].
Huo, X. Sharon ;
Wong, Ling Ung .
CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (10) :1049-1056
[8]  
MOHD S, 2010, CONSTR BUILD MATER, V24, P1469
[9]  
NAWY EG, 1997, CONCRETE CONSTR, P20
[10]  
Neville A. M., 1992, PROPERTIES CONCRETE