Abstract
This paper presents the results of an experimental investigation on the material properties and self-healing ability of a blended cement mortar incorporating blast furnace slag (BFS). The effect of different types and Blaine fineness of BFS on the material properties and self-healing was investigated. Thirteen cement mixtures with BFS of different types and degrees of Blaine fineness are tested to evaluate the mechanical properties, namely compressive strength, bending strength, freeze–thaw, and accelerated carbonation. The pore structure is examined by means of mercury intrusion porosimetry. Seven blended mortar mixtures incorporating BFS for cement are used to evaluate the mechanical properties after applying freeze–thaw cycles until the relative dynamic modulus of elasticity reached 60%. The experimental results reveal that incorporating BFS improves the mechanical properties and self-healing ability. In the investigation of self-healing, smaller particle and high replacement ratios of BFS contribute to increasing the relative dynamic modulus of elasticity and decreasing the carbonation coefficient in the mortar after re-water curing. Moreover, BFS’s larger particles and high replacement ratio are found to provide better self-healing ability. A regression equation is created to predict the relative dynamic modulus of elasticity in mortar considering the Blaine fineness, BFS replacement ratio, and curing conditions.
Subject
General Materials Science
Reference33 articles.
1. Working hypothesis for further studies of frost resistance of concrete;Powers;Am. Concr. Inst. J.,1945
2. Theory of volume changes in hardened Portland-cement pasted during freezing;Powers;Highw. Res. Board,1953
3. Frost damage and pore structure of concrete;Kamada;Proc. Jpn. Concr. Inst.,1988
4. AFFECTING FACTORS ON AIR VOID SYSTEM AND FROST RESISTANCE OF CONCRETE
5. Resisance to freezing and thawing attack of concrete with blast furnace slag fine aggregate;Ayano;J. JSCE,2014
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献