CREEP BEHAVIOR OF CONCRETE UNDER MULTIAXIAL STRESS AT ELEVATED TEMPERATURE : Part 5. Creep Characteristics under Hydrostatic Pressure and Uniaxial Compression at 20〜320℃ | Zendy

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CREEP BEHAVIOR OF CONCRETE UNDER MULTIAXIAL STRESS AT ELEVATED TEMPERATURE : Part 5. Creep Characteristics under Hydrostatic Pressure and Uniaxial Compression at 20〜320℃

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