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Geofluids
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2021
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Article
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Tab 4
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Research Article
Application of Modified Hoek–Brown Strength Criterion in Water-Rich Soft Rock Tunnel
Table 4
Parameters of the modified Hoek-Brown strength criterion.
0
0.4500
31.815
0.30223
0.000135
0.51977
23.314
360
0.5616
27.790
0.19400
0.000052
0.52592
7.917