Affiliation:
1. Department of Mechanical Engineering, University of Utah, Salt Lake City, Utah
Abstract
An experimental investigation of the stress-strain behavior of several rocks is described. The stress-strain response of the rocks tested is seen to be quite complicated, exhibiting a number of inelastic effects even in rocks considered brittle under pressure. The inelasticity is manifested in permanent set and hysteresis on unloading and volume changes produced by shearing stresses.
Cited by
10 articles.
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