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This article has been cited by the following article(s):
A New Method to Assess the Possibility of Brittle Failure of Rock Induced by Deep Excavations
Lorenzo Milan, Monica Barbero and Mauro Borri‐Brunetto International Journal for Numerical and Analytical Methods in Geomechanics 49(6) 1725 (2025) https://doi.org/10.1002/nag.3953
Re-orientation of principal stresses during tunnel excavation: Model development and support strategy