Offsetting strength loss in concrete via ITZ enhancement: From the perspective of utilizing new alternative aggregate

被引:53
作者
Chen, Rumeng [1 ]
Mo, Kim Hung [2 ]
Ling, Tung-Chai [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[2] Univ Malaya, Fac Engn, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
基金
中国国家自然科学基金;
关键词
Interfacial transition zone; Artificial aggregates; Microstructure; Microhardness; C -S -H nucleation; INTERFACIAL TRANSITION ZONE; STEEL SLAG AGGREGATE; COMPRESSIVE STRENGTH; CEMENT PASTE; MICROSTRUCTURAL ANALYSIS; ACCELERATED CARBONATION; RECYCLED CONCRETE; PORTLAND-CEMENT; IMAGE-ANALYSIS; HYDRATION;
D O I
10.1016/j.cemconcomp.2021.104385
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this work, the strength and microstructural changes in the interfacial transition zone (ITZ) of four individual concrete mixes containing four different materials (natural aggregate (NA), recycled concrete aggregate (RA), ceramsite (CA), and carbonated steel slag aggregate (SSA)) as 100% coarse aggregate replacement were inves-tigated. The major takeaway from this work is the formation of better quality ITZ due to the use of carbonated SSA, as reflected by the higher microhardness and denser microstructure. The presence of calcite on the outer surface of SSA helps to form monocarbonate and serves as nucleation site for growth of calcium silicate hydrates, enabling a reduction in porosity and calcium hydroxide content by 56% and 80%, respectively compared to the NA concrete. As a result, SSA concrete achieved similar 28-day compressive strength as the NA concrete. This excitingly brings a new insight into how enhancement of the ITZ region could fully compensate the lower intrinsic strength of alternative aggregate used in the concrete.
引用
收藏
页数:9
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