Sliding crack model for nonlinearity and hysteresis in the uniaxial stress-strain curve of rock
Uniaxial compression tests on rocks, if conducted at stresses below failure, typically exhibit both non-linearity and hysteresis in the stress-strain curve. In a series of three papers in 1965, Walsh explained this behavior in terms of frictional sliding
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|Source:||International Journal of Rock Mechanics and Minings Sciences|
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