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Effect of End Constraint on the Compressive Strength of Model Rock Pillars.
Trans SME AIME 1969 Dec; 244:357-363
Model rock pillars with end constraint were stronger when a 3,000 psi prestress constraint was used than when constraint was produced during the loading cycle and were stronger than straight specimens.
Trans. SME, AIME, V. 244, December 1969, PP. 357-363
Page last reviewed: April 12, 2019
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