Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">Appearance</td><td class="align_center">pH</td><td class="align_center">Chloride</td><td class="align_center">Sodium sulphate</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Polycarboxylic</td><td class="align_center">Yellowish viscous fluid</td><td class="align_center">8.4</td><td class="align_center">≤0.01</td><td class="align_center">≥0.2</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of superplasticizer.</div>

Advances in Civil Engineering

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Table 2

Table 2: Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis 