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Journal of Engineering
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2017
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Article
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Tab 2
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Research Article
Elastoplastic Modelling of an In Situ Concrete Spalling Experiment Using the Ottosen Failure Criterion
Table 2
The in-plane stresses below the tunnel at experiment hole location.
Stress interpretation
[MPa]
Dip direction [°]
[MPa]
Dip direction [°]
[MPa]
EDZ and VT1 −3 m
25.1
166
21.5
256
4.0
ONK-EH3 −3 m
23.0
120
15.0
210
3.0