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Concrete repair bond: evaluation and factors of influence

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Academic year: 2021

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Figure

Figure 1. V-shape rippled acrylic dies and resulting profiled slab.
Figure 2. Results of roughness evaluation performed after sur- sur-face  preparation  by  optical  profilometry  on  both  25-  and   35-MPa  substrates
Figure 4. Results of Schmidt hammer (ASTM C805) soundings  performed after surface preparation to evaluate the mechanical  integrity of the exposed concrete surface
Figure  6.  Results  of  direct  tensile  tests  performed  after  repair  on cores extracted from the artificially profiled 25-MPa slab
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