Numerical investigation into the blasting-induced damage characteristics of rocks considering the role of in-situ stresses and discontinuity persistence-Reference-Cited by-同舟云学术

Numerical investigation into the blasting-induced damage characteristics of rocks considering the role of in-situ stresses and discontinuity persistence

Published:2019-12 Issue: Volume:116 Page:103207
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Jayasinghe L.B.,Shang Junlong^ORCID,Zhao Zhiye,Goh A.T.C.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference32 articles.

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3. Causes of overbreak in tunneling: a case study of Alborz tunnel;Hossaini,2016

4. Prediction of overbreak depth in Ghalaje road tunnel using strength factor;Daraei;Int J Min Sci Technol,2018

5. Blast wave propagation in rock mass – Part I: Monolithic medium;Rossamanith;Int J Blasting Fragmentation,1997

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