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Advances in Civil Engineering
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2019
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Article
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Tab 4
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Research Article
Permeability Characteristic and Failure Behavior of Filled Cracked Rock in the Triaxial Seepage Experiment
Table 4
Peak stress ratio of the filled cracked rocks.
Sample
Confining pressure ratio
2
2
2
2
2
2
2
Peak stress ratio
1.19
1.98
2.35
4.08
1.62
1.77
1.98