
CORRECTION RELATIONSHIP OF UNIAXIAL COMPRESSIVE BREAKAGE STRENGTH DEPENDING ON THE SCALE EFFECT
(STEF92 Technology, 2018-06-20, Mihaela Toderaş)
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It is a certainty that a rock massif is a very complex environment, known only partially; in the laboratory we cannot produce all the details encountered in situ; therefore, most of the properties determined experimentally not fully express their real value that they have in rock massif. As theoretical basis we might consider theory of similitude initiated by Newton, in the sense of similarity that we can establish to the boundary between theory and experiment. Based on this and considering the applicable theorems...
