Point Load Test of Half-Cylinder Core Using the Numerical Model and Laboratory Tests: Size Suggestion and Correlation with Cylinder Core

Table 1

The mechanical properties of different rock types.

Number	Rock type	Sample depth (m)	UCS (MPa)	Young’s elastic modulus (GPa)	Poisson’s ratio
1	Granodiorite	696.6–701.7	67.0	33.7	0.24
2	Porphyritic granodiorite	873.2–885.4	89.6	43.7	0.22
3	Granodiorite	423.7–430.5	55.7	42.9	0.21
4	Granodiorite	729.4–739.4	103.8	41.5	0.21
5	Porphyritic granodiorite	855.5–861.3	93.5	38.8	0.23
6	Granodiorite porphyry	851.0–863.0	99.6	40.7	0.21
7	Granodiorite	471.0–478.0	24.2	41.0	0.20
8	Granodiorite	477.8–483.0	43.4	61.0	0.25
9	Granodiorite porphyry	503.8–507.9	90.8	36.0	0.21
10	Granodiorite porphyry	531.5–534.8	28.4	44.8	0.21
11	Granodiorite porphyry	463.1–474.6	71.6	33.5	0.24