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New Soft Rock Pillar Strength Formula Derived Through Parametric FEA Using a Critical State Plasticity Model
New Soft Rock Pillar Strength Formula Derived Through Parametric FEA Using a Critical State Plasticity Model
New Soft Rock Pillar Strength Formula Derived Through Parametric FEA Using a Critical State Plasticity Model
Rastiello, G. (Autor:in) / Federico, F. (Autor:in) / Screpanti, S. (Autor:in)
ROCK MECHANICS AND ROCK ENGINEERING ; 48 ; 2077-2091
01.01.2015
15 pages
Aufsatz (Zeitschrift)
Englisch
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