Use of Mohr’s Circles for Connection and Model Estimation of Strength Data of Different-Size Rock Samples
a:2:{s:4:"TYPE";s:4:"HTML";s:4:"TEXT";s:54:"P. A. Tsoi1,2, O. M. Usol’tseva1";}
1Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, Russia
2Novosibirsk State Technical University, Novosibirsk, Russia
Keywords: круги Мора, разноразмерные образцы горных пород, одноосное сжатие, растяжение, центроид, предел прочности, Mohr’s circles, different-size rock samples, uniaxial compression, tension, centroid, ultimate strength
Abstract
An approach is proposed to connecting strength data of different-size rock samples by the linear share-to-normal stress dependence. The data are presented by Mohr’s circles. The key moment is the determination of centroids for uniaxial compression and tensions areas enveloped by Mohr’s semi-circles. Using coordinates of the centroids, the shear stress-normal stress curves are plotted. Thereupon, the model estimate of missing data (ultimate compression and tension strengths) is constructed for rock samples. The missing ultimate strengths are estimated in terms of meta-siltstone.
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