Advances in Civil Engineering / 2018 / Article / Tab 4

Research Article

Demarcation of Structural Domains in Fractured Rock Masses Using a Three-Parameter Simultaneous Analysis Method

Table 4

Similarity results of the simulated fracture populations.

GroupPopulation (data)Miller’s methodSong’s method3PSAM
valueResults valueResults valueResults
MaxMinAveMaxMinAveMaxMinAve

One1 and 20.6770.0670.321Accepted1.0000.1760.641Accepted0.3410.0640.211Accepted
1 and 2-R40.6770.0670.321Accepted5.83E − 231.39E − 396.97E − 24Rejected1.06E − 061.65E − 151.38E − 07Rejected
1 and 2-R50.6770.0670.321Accepted1.0000.1760.641Accepted0.0511.77E − 060.007Rejected

Two1 and 34.44E − 163.50E − 197.40E − 17Rejected0.0315.05E − 060.006Rejected0.0241.11E − 040.005Rejected
1 and 40.6770.0670.321Accepted0.0141.06E − 060.002Rejected0.1460.0020.041Rejected
1 and 50.6770.0670.321Accepted1.0000.1760.641Accepted0.0081.06E − 060.002Rejected

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