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compatibility of ultra high performance concrete as repair material

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(a) Concrete substrate under water for 24hours before placing the overlay<strong>material</strong>(b) Composite samples right after placingUHPC; before covering them withpl<strong>as</strong>tic.(c) Wet cloths covering the <strong>concrete</strong>substrateFigure 3.15 Composite splitting tensile specimen c<strong>as</strong>ting process(d) Composite specimen after demolding.3.6.2 Slant shear and pull <strong>of</strong>f testsAll <strong>concrete</strong> substrates were submerged into water for at le<strong>as</strong>t 24 hours before mixingUHPC. Approximately, one hour before c<strong>as</strong>ting UHPC, the substrates were taken out <strong>of</strong>the water tank and placed back into the moulds. The moulds were covered by wet clothafter <strong>as</strong>sembling, <strong>as</strong> shown in Figure 3.16. For the slant shear samples, UHPC w<strong>as</strong> placedinto the moulds by filling from the deepest corner to the shallow one while for the pull<strong>of</strong>f test, UHPC w<strong>as</strong> placed into the moulds by putting it in one corner and allowing it t<strong>of</strong>low into the mould. Vibration for 5-10 seconds w<strong>as</strong> applied once UHPC w<strong>as</strong> filling mostpart <strong>of</strong> the mould. After pouring the overlay <strong>material</strong>, the composite specimens werecovered by pl<strong>as</strong>tic sheets for three days before demoulding; except a small number <strong>of</strong>slant-shear samples that were demoulded and tested at 2 days.61

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