ROCK MASS DAMAGED ZONE CAUSED BY BLASTING DURING TUNNEL EXCAVATION

ROCK MASS DAMAGED ZONE CAUSED BY BLASTING DURING TUNNEL EXCAVATION

Design of underground spaces, including tunnels, and repositories for radioactive waste include the application of the same or similar technologies. Tunnel excavation by blasting inevitably results in the damage in the rock mass around the excavation profile. The damage in the rock mass immediately...

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Bibliographic Details
Main Authors: Hrvoje Antičević, Mario Dobrilović, Hrvoje Perković
Format: Article
Language:English
Published: Faculty of Mining, Geology and Petroleum Engineering 2012-07-01
Series:Rudarsko-geološko-naftni Zbornik
Subjects:
tunnel excavation by blasting
damaged zone
methods for damaged zone determination
blasting parameters
ground oscillation velocities
Online Access:http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=158798&lang=en

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http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=158798&lang=en

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