Influence of sand grading on the characteristics of mortars and soil-cement block masonry

被引:114
作者
Reddy, B. V. Venkatarama [1 ]
Gupta, Ajay [2 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
[2] Vintech Consultants, New Delhi 110019, India
关键词
mortar; sand grading; soil-cement block; masonry; stress-strain relation; masonry strength;
D O I
10.1016/j.conbuildmat.2007.06.014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sand constitutes bulk of the mortar volume. Sand grading can influence the characteristics of mortar and masonry. Influence of sand grading on the characteristics of two types of mortars and soil-cement block masonry are examined in this paper. Three different sand gradings were used to examine the workability, strength, water retentivity, drying shrinkage and stress-strain characteristics of cement mortar and cement lime mortar. Bond strength, compressive strength and stress-strain characteristics of soil-cement block masonry were also examined using these mortars. Major findings of the study are: (a) for a given consistency mortar with fine sand requires 25-30% more water, (b) as the sand becomes fine mortar compressive strength and modulus decreases while drying shrinkage increases, (c) fine sand reduces the tensile bond strength of masonry, whereas masonry compressive strength is not sensitive to sand grading variations and (d) masonry modulus reduces as the sand used in the mortar becomes finer. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1614 / 1623
页数:10
相关论文
共 32 条
[1]  
AJAY G, 2003, THESIS INDIAN I SCI
[2]  
Anderson C., 1986, P BRIT MASONRY SOC S, V1, P1
[3]  
[Anonymous], 1989, 8112 IS
[4]  
[Anonymous], 2004, C14404 ASTM
[5]  
[Anonymous], 1992, 3495 IS
[6]  
[Anonymous], 1980, 4551 BS
[7]  
[Anonymous], 1988, P 8 INT BRICK BLOCK
[8]  
*ASTM, 1991, C95291 ASTM
[9]  
*ASTM, 1995, C9195 ASTM
[10]  
*ASTM, 1992, C114892A ASTM