In this study, the reuse of hydrated mortars obtained from concrete waste materials as an additive to replace part of the Portland cement content in different ratios by weight was investigated. The properties examined included setting time, compressive strength, flexural strength, alkali–silica reaction, apparent porosity, water absorption, ultrasonic pulse velocity and dynamic modulus of elasticity. The results showed that the compressive strength of all specimens containing hydrated mortar waste (HMW) material was lower than that of the control specimens. However, the values obtained by replacement of 10–20% of Portland cement with HMW were within acceptable limits. The HMW with replacement ratio of more than ∼40% could not be used to replace ordinary Portland cement because the 28 day compressive strength was 29% lower when ∼40% cement was replaced by HMW. Moreover, the expansion of mortars due to alkali–silica reaction was significantly reduced when more than 20% of cement was replaced by HMW. Increasing the replacement ratio of cement gave rise to a longer setting time. When all the experimental results were taken into consideration, it was concluded that ground HMW can be used as a cementitious material to partially replace Portland cement.
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July 2011
Research Article|
July 01 2011
Reuse of hydrated mortar as partial replacement material in cement Available to Purchase
Tayfun Uygunoğlu
Tayfun Uygunoğlu
Construction Department, Technical Education Faculty, Afyon Kocatepe University, Afyonkarahisar, Turkey
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Publisher: Emerald Publishing
Revision Received:
December 04 2009
Revision Requested:
February 14 2010
Accepted:
March 04 2010
Online ISSN: 1751-7605
Print ISSN: 0951-7197
ICE Publishing: All rights reserved
2011
Advances in Cement Research (2011) 23 (3): 113–122.
Article history
Revision Received:
December 04 2009
Revision Requested:
February 14 2010
Accepted:
March 04 2010
Citation
Uygunoğlu T (2011), "Reuse of hydrated mortar as partial replacement material in cement". Advances in Cement Research, Vol. 23 No. 3 pp. 113–122, doi: https://doi.org/10.1680/adcr.9.00053
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