Back Analysis Procedure for Identification of Anisotropic Elastic Parameters of Overcored Rock Specimens

Title
Back Analysis Procedure for Identification of Anisotropic Elastic Parameters of Overcored Rock Specimens
Authors
Keywords
Transversely isotropic rock, Triaxial strain probe, Overcoring, Biaxial test, In situ stress, Back analysis, Optimisation, Numerical model
Journal
ROCK MECHANICS AND ROCK ENGINEERING
Volume 50, Issue 3, Pages 513-527
Publisher
Springer Nature
Online
2016-11-15
DOI
10.1007/s00603-016-1129-3

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