Properties of Cementitious Repair Materials for Concrete Pavement

<div>Autogenous shrinkage of UHPC with (<i>E</i>1–<i>E</i>6) and without porous aggregate (<i>E</i>0) [<a href="/journals/amse/2022/3057801/#B144">144</a>].</div>

Advances in Materials Science and Engineering

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Figure 2

Figure 2: Properties of Cementitious Repair Materials for Concrete Pavement 