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Correction Factor For Crushers

Feb 01 1983 The correction factor should have come from Section 5 7 of ASTM C 42 Standard Method of Obtaining and Testing Drilled Cores and Sawed Beams of Concrete The reason for applying a correction factor is that tall specimens tend to give lower test values than short specimens of the same cross sectional area In order to convert all core. If you are interested in our company's products, we welcome your consultation 7/24 hours, and we are committed to creating the most suitable solution for you.

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