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This lab report compares the strength and failure criteria of limestone (Clark) and granite (Wilma) rock samples through three experimental tests: 1) uniaxial compression testing to determine compressive strength and elastic modulus, 2) triaxial compression testing to determine failure envelopes and 3) indirect shear testing to determine shear strength. The results found that Clark has a higher initial shear strength, compressive strength, and internal angle of friction when intact and jointed, making it st

Author

Ashlie Gross

Language

EN