Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem

Table 1

Stress distribution details of sample internal key points (unit of stress: MPa).

		−2	−2	−2
		1.0868	−1.0545	0.9576
		−1.0868	−1.0686	1.0143
		0	0.315	0.63
		−1.0868	−0.9592	−0.5284
		−2	−2.0953	−2.4276
		−2.945	−2.945	−2.945
		−0.0095	0.0228	0.1197
		−0.0095	0.00866	0.063
		0	0.1575	0.315
		−0.0095	0.0311	0.1517
		−2.945	−2.9533	−2.977
0		−3.26	−3.26	−3.26
		0.3497	0.3819	0.4788
		0.3497	0.3678	0.4221
		0	0	0
		0.3497	0.3819	0.4788
		−3.26	−3.26	−3.26
		−2.945	−2.945	−2.945
		−0.0095	0.0228	0.1197
		−0.0095	0.00866	0.063
		0	−0.1575	−0.315
		−0.0095	0.0311	0.1517
		−2.945	−2.9533	−2.977
		−2	−2	−2
		−1.0868	−1.0545	−0.9576
		−1.0868	−1.0686	−1.0143
		0	−0.315	−0.63
		−1.0868	−0.9592	−0.5284
		−2	−2.0953	−2.4276