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Microcracking and strength development of alkali activated slag concrete

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Collins, Frank, Sanjayan, J.G·2001·Cement and Concrete Composites

Abstract

Abstract Alkali activated slag concrete (AASC) is made by activating ground granulated blast furnace slag with alkalis without the use of any Portland cement. This study investigates the level of microcracking which occurs in AASC when subjected to various types of curing regimes. The corresponding compressive strength developments of AASC were monitored. The level of microcracking were measured using three different types of tests: (1) frequency and size of surface cracks using crack-detection microscope (2) water sorptivity tests measuring absorption of water by capillary attraction and (3) mercury intrusion porosimetry (MIP) tests which measured the pore size distribution of AASC and AAS pastes (AASPs). The results show that the lack of moist curing of AASC increased the level of microcracking measured using all three different tests mentioned above. The strength development of AASC is also significantly reduced by lack of moist curing.

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Metadata

Authors
Collins, F., & Sanjayan, J. G.
Venue
Cement and Concrete Composites
Publisher
Elsevier BV
Published
2001-08
Volume
23
Issue
4-5
Pages
345-352
ISSN
0958-9465 (ISSN-L)
OpenAlex
W1976532380
Cited by
316
References
0
FWCI
3.74
Type
journal article
Language
en
Open access
green

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CoChat. (2026). Citation check: Microcracking and strength development of alkali activated slag concrete. https://app.cochat.ai/papers/10.1016/s0958-9465(01)00003-8
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Collins, F., & Sanjayan, J. G. (2001). Microcracking and strength development of alkali activated slag concrete. Cement and Concrete Composites. https://doi.org/10.1016/s0958-9465(01)00003-8

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Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.