The Impact of Molar Proportion of Sodium Hydroxide and Water Amount on the Compressive Strength of Slag/Metakaolin (Waste Materials) Geopolymer Mortar

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Specimens</td><td class="align_center">Compressive strengths (MPa)</td><td class="align_center">Masses (g)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">86.1</td><td class="align_center">133.5</td></tr><tr><td class="align_left">2</td><td class="align_center">70.5</td><td class="align_center">133.3</td></tr><tr><td class="align_left">3</td><td class="align_center">91.7</td><td class="align_center">134.3</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Masses and compressive strengths for 95 percent GMS amount at 28 curing days.</div>

Advances in Civil Engineering

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Table 4

Table 4: The Impact of Molar Proportion of Sodium Hydroxide and Water Amount on the Compressive Strength of Slag/Metakaolin (Waste Materials) Geopolymer Mortar 

Table 4 | The Impact of Molar Proportion of Sodium Hydroxide and Water Amount on the Compressive Strength of Slag/Metakaolin (Waste Materials) Geopolymer Mortar 