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compatibility of ultra high performance concrete as repair material

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substrate while the scarifying method h<strong>as</strong> a <strong>high</strong> risk <strong>of</strong> introducing microcraks(International Concrete Repair Institute 1997).• Pulverization (steel shotbl<strong>as</strong>ting, abr<strong>as</strong>ive bl<strong>as</strong>ting)Shot-bl<strong>as</strong>ting treatment is a useful surface treatment to remove <strong>concrete</strong> up to a depth <strong>of</strong>¼ inch, providing a roughed surface without dust. The treatment consists <strong>of</strong> bl<strong>as</strong>ting steelshot at <strong>high</strong> velocity onto the <strong>concrete</strong> surface. B<strong>as</strong>ed on bonding tests in the field, amacrotexture <strong>of</strong> 1.5 mn suggests that the surface h<strong>as</strong> been enough shot-bl<strong>as</strong>ted to providean adequate roughness (International Concrete Repair Institute 1997; Sprinkel 1997).Sandbl<strong>as</strong>ting or abr<strong>as</strong>ive bl<strong>as</strong>ting methods use compressed air mixed with an abr<strong>as</strong>ivemedium to remove damaged <strong>concrete</strong> surfaces or to clean the steel bars. Shot-bl<strong>as</strong>tingand sand bl<strong>as</strong>ting have a low risk <strong>of</strong> producing microcracks in the remaining <strong>concrete</strong>(International Concrete Repair Institute 1997).• Expansive pressure (steam: flame bl<strong>as</strong>ting, water: <strong>high</strong>-pressure water jetting)Flame scaling or flame bl<strong>as</strong>ting method consists in creating tensile stress near the<strong>concrete</strong> surface that fracture both matrix and aggregate by means <strong>of</strong> the expansive force<strong>of</strong> superheated pore water. This method might cause a bruised layer in the remaining<strong>concrete</strong> (International Concrete Repair Institute 1997).2.3.3 Failure Envelope <strong>of</strong> the Bond InterfaceAustin et al. (1999) stated that each different bonding test provides a narrowrepresentation <strong>of</strong> bond behavior, therefore, in order to fully understand the characteristics<strong>of</strong> bonded <strong>material</strong>s, diverse bonding tests that produce different stress states should beapplied. A bond failure envelope can be drawn from the different states combinationsobtained by means <strong>of</strong> the different loading configurations. For this purpose, Robins andAustin (1995) proposed a simplified failure envelope <strong>of</strong> straight line b<strong>as</strong>ed on anadhesion-friction relationship, where the adhesion is the tensile adhesive strengthbetween the new and old <strong>material</strong>s and the friction is a degree <strong>of</strong> the shearing resistance,namely, friction and interlock effects. It can be noted that the compressive stress normal30

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