Deep Rock Blasting Using Decoupled Charge with Different Coupling Mediums-Reference-Cited by-同舟云学术

Deep Rock Blasting Using Decoupled Charge with Different Coupling Mediums

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Kewei¹,Qiu Tao²,Li Xudong³,Zhang Xihong⁴^ORCID,Yang Jiacai⁵,Song Ruitao²,Li Xiang¹

Affiliation:

1. Associate Professor, School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China.

2. Postgraduate Student, School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China.

3. Ph.D. Candidate, School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China (corresponding author).

4. Senior Research Fellow, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6152, Australia. ORCID: .

5. Ph.D. Candidate, School of Resources and Safety Engineering, Central South Univ., Changsha 410083, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8179

Reference67 articles.

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2. Banadaki, M. M. D. 2010. Stress-wave induced fracture in rock due to explosive action. Scarborough, Canada: Univ. of Toronto.

3. Numerical simulation of stress wave induced fractures in rock;Banadaki M. M. D.;Int. J. Impact Eng.,2012

4. Borrvall, T., and W. Riedel. 2011. “The RHT concrete model in LS-DYNA.” In Proc., 8th European LS-DYNA User Conf. Livermore, CA: Livermore Software Technology Corporation.

5. Sudden excavation of a long circular tunnel in elastic ground;Carter J. P.;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1990

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