ABSTRACT

ABSTRACT: The laboratory properties of Lac du Bonnet granite indicated that either the in situ properties were changing with depth or that the samples were changing with depth. Comparison of P-wave velocities in the samples and in situ confirmed the latter, i.e., drilling-induced damage was affecting the laboratory properties. The strength of the damaged samples indicated that drilling-induced damage affected the cohesion of the material, not the frictional properties, and that the cohesion loss cannot be recovered by applying a confining stress.

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