Evaluation on the Mechanical Properties of Ground Granulated Blast Slag (GGBS) and Fly Ash Stabilized Soil via Geopolymer Process.

Materials (Basel) · 2021 · PMC8198223 · PMID 34073169

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an increasing trendno p-value reported

It can be seen that the unconfined compressive strength showed an increasing trend of the S/L ratio until the S/L ratio of 1.5, then the result of compressive strength gradually dropped with the increase in the S/L ratio.

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