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Compressive Strength Of A Rock

Jul 17 2009  one of the parameters which affect the uniaxial compressive strength ucs of rock materials is the length to diameter ratio l d of test cores astm recommends a ratio of between 2 and 25 and isrm suggests 25–31 research has shown that high ucs values are obtained for l d ratios 2 a very slight difference in values between 2 and 25 and they remain effectively constant with a l.

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