The rheological, fresh and strength effects of cold-bonded geopolymer made with metakaolin and slag for grouting

[Display omitted] •Investigation of a different use of geopolymer for grouting.•Obtaining geopolymerized stabilizers using metakaolin and slag via cold bonded method.•Comparison of rheological, fresh and strength performances of cement-based grout with the geopolymerized stabilizers.•Promising perfo...

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Veröffentlicht in:Construction & building materials 2021-03, Vol.274, p.122091, Article 122091
Hauptverfasser: Güllü, Hamza, Ali Agha, Ahmed
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Sprache:eng
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Zusammenfassung:[Display omitted] •Investigation of a different use of geopolymer for grouting.•Obtaining geopolymerized stabilizers using metakaolin and slag via cold bonded method.•Comparison of rheological, fresh and strength performances of cement-based grout with the geopolymerized stabilizers.•Promising performances by the geopolymerized stabilizers specifically at low dosages (0%–30%). A potential use of cold-bonded geopolymer stabilizers made with metakaolin and slag for grouting in ground enhancement was aimed to experimentally research in this article. The rheological, fresh and strength performances of the cement (PC)-based grouts with the stabilizers of metakaolin (MK), slag (SL), cold-bonded geopolymerized metakaolin (GMK), cold-bonded geopolymerized slag (GSL) and cold-bonded geopolymerized slag with metakaolin (GSL + MK) were investigated for this purpose. At a wide range of stabilizer replacement (0%–100%) and the common ratio of water/binder = 1, the rheometer tests were conducted for the rheology of grouts, while the testings of mini-slump, Marsh flow time, bleeding and setting time were carried out for the fresh characteristics. Using the proper replacements from the flow properties, the unconfined compressive strength (UCS) tests and ultrasonic pulse velocity (UPV) tests were performed for the strength quality (7-day, 28-day) of grout specimens. The failure patterns of UCS specimens were also examined. From the experimental work, the rheology of grout mixtures indicated: i) the dilatant behavior mostly, similar to PC, and ii) a good rheology for the low rates of MK(10%–20%) and GMK(10%–40%), and all rates of SL, GSL and GSL + MK, due to a well trend of the shear stress, apparent viscosity, yield stress and plastic viscosity with PC. The fresh tests due to the mini-slump and Marsh flow time also demonstrated a good workability (flow time = 8 s-35 s) for the favorable replacements of rheology. However, the bleeding capacity of PC was increased by SL, GSL and GSL + MK beyond the rate of 30%, while positively reduced (
ISSN:0950-0618
DOI:10.1016/j.conbuildmat.2020.122091