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Failure Criteria and Mechanical Properties of Recycled Concrete with Different Replacement Ratios of Coarse Aggregates under Multiaxial Compression
Publisher: American Society of Civil Engineers
Abstract: In this paper, experiments of recycled aggregate concrete under multiaxial compression with five different replacement ratios (0%, 25%, 50%, 75%, and 100%) of coarse aggregates were implemented by using the true triaxial ...
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