Civil Engineering Reference
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(15.33b)
(15.34b)
(15.36b)
In both special cases, G
2
cannot be calculated since sin2
β
· cos2
β
= 0.
Figure 15.18
In-situ triaxial test in transversely isotropic rock mass, determination of the elastic
constants (Kiehl & Wittke 1983)
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