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Particle-Based Numerical Manifold Method to Model Dynamic Fracture Process in Rock Blasting

Author(s): ORCID (Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia; Laboratory of Rock Mechanics (LMR), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne CH-1)
(Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author).)
(Research Fellow, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.)
(Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 17
DOI: 10.1061/(asce)gm.1943-5622.0000748
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0000748.
  • About this
    data sheet
  • Reference-ID
    10605504
  • Published on:
    08/05/2021
  • Last updated on:
    30/11/2021
 
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