Study on Flexural Strength and Flexural Modulus of Elasticity of Cement Stabilized Aggregate

被引:9
作者
Zhang, Peng [1 ]
Wei, Xiaohang [2 ]
机构
[1] Zhengzhou Univ, Coll Water Conservancy & Environm Engn, Zhengzhou 450001, Henan, Peoples R China
[2] China Road & Bridge Corp, Beijing 100011, Peoples R China
来源
APPLICATIONS OF ENGINEERING MATERIALS, PTS 1-4 | 2011年 / 287-290卷
关键词
Cement stabilized aggregate; Flexural strength; Flexural modulus of elasticity; Curing period; Cement content;
D O I
10.4028/www.scientific.net/AMR.287-290.990
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The aim of this study was to study the effect of curing period and cement content of the specimen on flexural strength and flexural modulus of elasticity of cement stabilized aggregate. Four specimen curing periods (7 d, 14 d, 28 d and 60 d) and four different cement contents (4%, 5%, 6% and 7%) were used. The results indicate that the flexural strength and flexural modulus of elasticity of cement stabilized aggregate are increasing with the increase of specimen curing period. Besides, with the increase of cement content, there is a tendency to increase both in the flexural strength and flexural modulus of elasticity of cement stabilized aggregate. The actual cement content should be chosen according to the actual condition of the project.
引用
收藏
页码:990 / +
页数:2
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