Effect of incorporation of self healing admixture (SHA) on physical and mechanical properties of mortars

被引：0

作者：

Jo, Byung Wan ^{[1
]}

Sikandar, M. Ali ^{[1
]}

Baloch, Zafar ^{[1
]}

Khan, R. M. Asad ^{[1
]}

机构：

[1] Hanyang Univ, Dept Civil & Environm Engn, 17 Haengdang Dong, Seoul 133791, South Korea

来源：

JOURNAL OF CERAMIC PROCESSING RESEARCH | 2015年 / 16卷

关键词：

Self healing; admixture; cement; ductility; lime; compressive strength; CONCRETE;

D O I：

暂无

中图分类号：

TQ174 [陶瓷工业]; TB3 [工程材料学];

学科分类号：

0805 ; 080502 ;

摘要：

This paper presents the results of experimental investigation carried out to assess the effect of crystalline admixture-a self healing admixture (SHA) on the physical and mechanical properties of mortars. Crystalline admixture (CA) totaling 3% by weight of cement was added into cements and lime mortars. The porosity and water absorption capacity was significantly reduced for mortars with SHA. An overall improvement in compressive and flexural strength was observed with the inclusion of SHA. An increase in modulus of elasticity and reduction in brittleness factor was observed for mortars with SHA. Effect of sand gradation was also found prominent on physical and mechanical properties of mortars.

引用

页码：138 / 143

页数：6

共 11 条

[1]

[Anonymous], MONTASH CHEM

[2] A "fracture testing" based approach to assess crack healing of concrete with and without crystalline admixtures [J].