Durability and Volumetric Stability of Non-Proprietary Ultra-High- Performance Concrete Mixes Batched With Locally Sourced Materials [Research Brief]
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2024-08-01
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Abstract:This study uses response surface methodology and central composite design to optimize the UHPC mixture. The optimized UHPC mixture with 2% steel fiber by volume achieves a 22,113 psi (153 MPa) compressive strength. The study undertakes a comprehensive experimental program to evaluate compressive strength, freeze-thaw durability, surface resistivity, and autogenous and drying shrinkage on the non-proprietary mix using available test standards.
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