Table 3 Evaluated ranges of rock mass parameters.

From: K-means-based heterogeneous tunneling data analysis method for evaluating rock mass parameters along a TBM tunnel

 

Uniaxial compressive strength (MPa)

Joint frequency (m−1)

Lower bound (25th percentile)

Upper bound (75th percentile)

Lower bound (25th percentile)

Upper bound (75th percentile)

Group 1

14.72

31.93

1.61

2.33

Group 2

38.62

57.70

3.15

3.87

Group 3

89.93

110.98

1.76

2.54

Group 4

73.85

92.43

2.94

3.48