Particle-Based Numerical Manifold Method to Model Dynamic Fracture Process in Rock Blasting-Reference-Cited by-同舟云学术

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

Published:2017-05 Issue:5 Volume:17 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Xing¹^ORCID,Zhang Qian-Bing²,He Lei³,Zhao Jian⁴

Affiliation:

1. 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-1015, Switzerland. ORCID: .

2. Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author).

3. Research Fellow, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

4. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000748

Reference65 articles.

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4. Rock Slide Simulation with the Combined Finite-Discrete Element Method

5. A study of UDEC modelling for blast wave propagation in jointed rock masses

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