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    Mitigating strength loss in mortar due to application delay: quantified impact of additional water and cement by H. M. A. Mahzuz, Imran Hossain, Nasir Uddin Ahammed Lizon, Ahmad Hasan Nury

    Published 2025-02-01
    “…Three physical conditions were utilized as follows: the 1st case—WAAW (without adding additional water); the 2nd case—AAW (adding additional water), maintaining initial mortar flow; and the 3rd case—AAWC (adding additional water and cement), maintaining initial mortar flow and initial mortar strength. …”
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