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New Soft Rock Pillar Strength Formula Derived Through Parametric FEA Using a Critical State Plasticity Model |
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| Authors: | Giuseppe Rastiello Francesco Federico Silvio Screpanti |
| Institution: | 1. LMT (ENS Cachan, CNRS, Université Paris Saclay), 61 Avenue du Président Wilson, 94235, Cachan Cedex, France 2. Department of Civil Engineering and Computer Science, University of Rome “Tor Vergata”, Via del Politecnico 1, 00133, Rome, Italy |
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