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This study assesses the effects of elevated temperatures (100, 200, 300, 400, and 500°C) on the bonding behavior of normal concrete (NC) substrate as old concrete and the new Green Universiti Sains Malaysia Reinforced Concrete (GUSMRC) as a repair material through slant shear, pull‐off, splitting tensile, and flexural tests. Sandblasting (SB) and grinding (GR) surface treatments were employed to enhance...
The fluid transport properties of normal concrete (NC) substrate as old concrete and ultra‐high performance fiber reinforced concrete called Green Universiti Sains Malaysia Reinforced Concrete (GUSMRC) as a repair material were investigated. GUSMRC is a new green concrete in which 50% of its volume contains ultra‐fine palm oil fuel ash. The NC substrate surfaces were first subjected to different surface...
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