Characterization of Blast Effects on Surrounding Soil: Internal Detonations in Underground Pipes

Article Preview

Abstract:

Preliminary results from a series of blast tests within a buried pipeline are reported. The paper is mainly focused on the characterization of the site, providing an insight into the effects of different basting events in terms of soil mechanical parameters. The blasts have been monitored by means of accelerometers embedded in the ground and placed on the ground surface. The recorded acceleration time histories show a strong attenuation as the wave travels away from the source.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

302-307

Citation:

Online since:

July 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] G.C. Mays, J.G. Hetherington, T.A. Rose, Response to blast loading of concrete wall panels with openings. J. Struct. Engrg., 125 (1999) 1448-1450.

DOI: 10.1061/(asce)0733-9445(1999)125:12(1448)

Google Scholar

[2] B.M. Luccioni , M. Luege, Concrete pavement slab under blast loads, International, Journal of Impact Engineering, 32 (2006) 1248-1266.

DOI: 10.1016/j.ijimpeng.2004.09.005

Google Scholar

[3] TM 5-855-1. Fundamentals of Protective Design for Conventional Weapons. U.S. Department of the Army, (1986).

Google Scholar

[4] UFC 3-340-02. Unified Facilities Criteria (UFC) - Structures to resist the effects of accidental explosions. HQUSACE, NAVFAC and AFCESA, (2008).

DOI: 10.1061/41171(401)127

Google Scholar

[5] R.D. Ambrosini, B.M. Luccioni, R.F. Danesi, J.D. Riera, M.M. Rocha, Size of craters produced by explosive charges on or above the ground surface, Shock Waves, 12 (2002) 69–78.

DOI: 10.1007/s00193-002-0136-3

Google Scholar

[6] C. Wu, Y. Lu, H. Hao, W.K. Lim, Y. Zhou, C.C. Seah, Characterisation of underground blast-induced ground motions from large-scale field tests, Shock Waves, 13 (2003) 237–252.

DOI: 10.1007/s00193-003-0212-3

Google Scholar

[7] S. Kobielak, T. Krauthammer, Dynamic response of buried silo caused by underground explosion, Shock and Vibration, 11 (2004) 665–684.

DOI: 10.1155/2004/507650

Google Scholar

[8] W.E. Baker, P.A. Cox, P.S. Westine, J.J. Kulesz, R.A. Strelhow, Explosion Hazards and Evaluation. Elsevier, Amsterdam, (1983).

Google Scholar

[9] Y. Lu, H. Hao, G. Ma, Experimental investigation of structural response to generalized ground shock excitations, Experimental Mechanics, 42 (2002) 261–271.

DOI: 10.1007/bf02410981

Google Scholar

[10] H. Liu, Dynamic analysis of subway structures under blast loading, Geotechnical and Geological Engineering, 27 (2009), 699–711.

DOI: 10.1007/s10706-009-9269-9

Google Scholar

[11] S. Foti, Surface Wave Testing for Geotechnical Characterization. In Surface Waves in Geomechanics: Direct and Inverse Modelling for Soils and Rocks., CISM Series, N. 481, Lai C.G. and Wilmanski K. eds, Springer, Wien. 47-71, (2005).

DOI: 10.1007/3-211-38065-5_2

Google Scholar

[12] A.W. Skempton, Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and overconsolidation, Geotechnique, 3 (1986) 425–447.

DOI: 10.1680/geot.1986.36.3.425

Google Scholar

[13] J. H. Schmertmann, Guidelines for cone penetration test, performance and design. Report fhwa-ts-78-209. Technical report, Federal Highway administration, Washington, (1978).

Google Scholar

[14] J. E. Bowles, Foundation Analysis and Design. McGraw-Hill, (1996).

Google Scholar