Accident Analysis of Demolition Quality on a Soil-Rock Blasting

Ying Qin; Yuan Juan Zhang; Jin Xiang Huang

doi:10.4028/www.scientific.net/AMR.243-249.4319

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Accident Analysis of Demolition Quality on a...

Accident Analysis of Demolition Quality on a Soil-Rock Blasting

Abstract:

The reason influence blasting is consist of the quality of mixed ANFO explosion and management etc. Mixed ANFO explosion get the optimum proportion of diesel, field experiment is done, the biggest detonation velocity,smallest detonation velocity and average detonation velocity , detonation change along with the diesel allocated proportion increasing. Optimum proportion of diesel is 5.0%, it has important significance for blasting construction.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4319-4322

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.4319

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Online since:

May 2011

Authors:

Ying Qin, Yuan Juan Zhang, Jin Xiang Huang

Keywords:

Accident Analysis, Blasting Technology, Detonation Velocity, Mixed Anfo Explosion

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References

[1] M. Ramulu, A.K. Chakraborty and T.G. Sitharam: Damage assessment of basaltic rock mass due to repeated blastingin a railway tunnelling project– A case study, Tunnelling and Underground Space Technology ,Vol. 24, pp.208-221(2009)

DOI: 10.1016/j.tust.2008.08.002

Google Scholar

[2] Yong Lu: Underground blast induced ground shock and itsmodellingusingartificial neural network, Computers and Geotechnics, Vol. 32, pp.164-178(2008)

DOI: 10.1016/j.compgeo.2005.01.007

Google Scholar

[3] G.Y. Gao, Z.Y.Li ,Ch. Qiu and Z.Q. Yue: Three-dimensional analysis of rows of piles as passivebarriers for groundvibrationisolation, Soil Dynamics and Earthquake Engineering ,Vol. 26, pp.1015-1027(2006)

DOI: 10.1016/j.soildyn.2006.02.005

Google Scholar

[4] ZHAO Haixia, HU Shuangqi, ZHANG Shaoming , JIAO Qingjie and XU Xinchun: Study on Effects of Confinement Condition and Charge Diameter on Detonation Velocity, Journal of Projectiles, Rockets, Missiles and Guidance ,Vol. 30, pp.95-96(2010)

Google Scholar

[5] Yuan-Qiang Cai, Guang-Ya Ding and Chang-Jie Xu: Amplitude reduction of elastic waves by a row of piles in poroelastic soil, Computers and Geotechnics ,Vol. 36, pp.463-473(2009)

DOI: 10.1016/j.compgeo.2008.08.015

Google Scholar

[6] XU Sen, TANG Shuang-ling and LIU Da-bi: Measurement of Detonation Velocity of Industrial Explosive Using Continuous Detonation Velocity Method, Chinese Journal of Energetic Material ,Vol. 17, pp.467-469(2009)

Google Scholar

[7] Essaı¨eb Hamdi and Jean du Mouza: Amethodology for rock mass characterisation and classification toimprove blast results, International Journal of Rock Mechanics & Mining Sciences ,Vol. 42, pp.177-194(2005)

DOI: 10.1016/j.ijrmms.2004.07.005

Google Scholar

[8] Cengiz Kuzu: The importance of site-specific characters in prediction modelsfor blast-induced ground vibrations, Soil Dynamics and Earthquake Engineering ,Vol. 28, pp.405-414(2008)

DOI: 10.1016/j.soildyn.2007.06.013

Google Scholar