Experimental Investigation on Strength and Failure Behavior of Pre-cracked Marble Under Conventional Triaxial Compression

By Sheng-qi Yang, Y. Z. Jiang, W. Xu, Xingying Chen. 2008

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Distinct element method simulation of an analogue for a highly interlocked, non-persistently jointed rockmass (2014, methodology): “The laboratory tests reviewed by them were intact and heat treated Wombeyan marble [11–13], intact and granulated Carrara marble [12,13], and intact and artificially slotted fine and coarse grain marble [14].”
Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads (2018, background): “, coplanar secondary cracks and oblique secondary cracks) are initiated from the fissure tips [67, 68, 73, 79] in uniaxial compression tests.”
Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression (2011, background): “ Yang et al. (2008) carried out conventional triaxial compression experiment investigation for cylindrical marble samples with two pre-existing closed cracks in non-overlapping geometry by fixing the flaw length and ligament length, which investigated the strength and deformation property of marble”