Advances in Civil Engineering / 2018 / Article / Tab 4

Research Article

Simulation Study on Strength and Failure Characteristics for Granite with a Set of Cross-Joints of Different Lengths

Table 4

Simulation test results.

ConditionUniaxial compressive strength (MPa)Elastic modulus (GPa)ConditionUniaxial compressive strength (MPa)Elastic modulus (GPa)

1131.9729.1014109.8528.57
2129.8928.8815113.4228.58
3125.5928.8716121.1928.82
4127.4728.8617117.8228.64
5129.4128.8818121.0828.65
6123.5528.9319114.5828.61
7110.6828.7120111.8528.66
8114.2828.6021129.328.84
9118.3428.6522126.3828.54
10120.8728.7123119.8928.54
11114.4828.7924110.7828.61
12111.0628.5325128.6428.78
13110.3328.54