New Soft Rock Pillar Strength Formula Derived Through Parametric FEA Using a Critical State Plasticity Model
Crossref DOI link: https://doi.org/10.1007/s00603-014-0693-7
Published Online: 2014-12-10
Published Print: 2015-09
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Rastiello, Giuseppe
Federico, Francesco
Screpanti, Silvio
Text and Data Mining valid from 2014-12-10