Mechanical damage of an anisotropic porous rock in cyclic triaxial tests

By N. Gatelier, F. Pellet, B. Loret. 2002

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An Experimental Method to Determine the Elastic Properties of Transversely Isotropic Rocks by a Single Triaxial Test (2016, background): “Figure 10 shows the relationships between the 0.4 0.8 1.2 1.6 2.0 0 1 2 3 Scope of this study (Ex' / Ez') 0.5 = Gx'/ Gz' Gx' / Gz' ( E x' / E z' ) 0.5 0.4 0.8 1.2 1.6 2.0 0 1 2 3 Scope of this study (Ex' / Ez') 0.5 = νx'/ νz' ( E x' / E z' ) 0.5 νx' / νz' 0.4 0.8 1.2 1.6 2.0 0 1 2 3 Scope of this st”
Distinct element method simulation of an analogue for a highly interlocked, non-persistently jointed rockmass (2014, background): “Laboratory tests have shown that this is not a realistic assumption as grain crushing occurs in compression tests [31,32], especially at high confinement [33].”
Investigating the Effect of Cyclic Loading on the Indirect Tensile Strength of Rocks (2011, background): “…St Lucia, QLD 4072, Australia e-mail: nazife.tiryaki@uqconnect.edu.au resulting from dynamic loads has generally been neglected, with the exception of a few rather limited studies (Attawel and Farmer 1973; Bagde and Pedros 2005; Gatelier et al. 2002; Haimson 1978; Zhenyu and Haihong 1990).”
Pre-Peak and Post-Peak Rock Strain Characteristics During Uniaxial Compression by 3D Digital Image Correlation (2016, background): “a W or U shape variation of UCS as the bedding orientation is increased from 0 to 90 (Al-Harthi 1998), a monotonic decrease in UCS with increasing the bedding orientation (Gatelier et al. 2002), etc.”