Comparison of Excavation Damage Zones Resulting from Blasting with Nonel Detonators and Blasting with Electronic Detonators-Reference-Cited by-同舟云学术

Comparison of Excavation Damage Zones Resulting from Blasting with Nonel Detonators and Blasting with Electronic Detonators

Published:2013-04-12 Issue:2 Volume:47 Page:809-816
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Fu Hongxian,Wong Louis Ngai Yuen,Zhao Yong,Shen Zhou,Zhang Chengping,Li Yanzhi

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-013-0419-2.pdf

Reference20 articles.

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2. Cai M, Kaiser PK (2005) Assessment of excavation damaged zone using a micromechanics model. Tunn Undergr Space Technol 20:301–310

3. Cai M, Kaiser PK, Martin CD (2001) Quantification of rock mass damage in underground excavations from microseismic event monitoring. Int J Rock Mech Min Sci 38(8):1135–1145

4. Fu HX, Zhao Y, Xie JS (2010) Test analysis on the broken rock zone of the surrounding rock blasting for railway double-line tunnel. China Railway Sci 31(5):54–58 (in Chinese)

5. Fu HX, Shen Z, Zhao Y et al (2012) Experimental study of decreasing vibration technology of tunnel blasting with digital detonator. Chin J Rock Mech Eng 31(3):597–603 (in Chinese)

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