Abstract

IN PART I of the present paper, the theory of the fracture process was discussed and a hypothesis on the mechanism of brittle fracture of rock was propounded. In Part II, experimental verifications of this mechanism were dealt with for rock tested under compressive stress conditions. In this, Part III of the paper, the propounded mechanism is applied to rock subjected to tensile stress conditions as well as to long-term stress conditions. It will be recalled from Parts I and II of this paper that the following stages of brittle fracture are propounded to take place in rock under multiaxial compression:

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