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McMahon, Gordon William 2015-09-25T21:05:25Z 2015-09-25T21:05:25Z Hall, William J. 10000-01-01 2001 2001 The prediction technique developed in this effort defines cavity wall loading as a function of scaled distance. The cavity wall pressure, which is strongly influenced by the stagnation of the detonation products, was used to determine peak radial stress in the free-field. A material strength parameter was identified to define the appropriate range to the elastic limit boundary as developed in the model. Beyond the elastic limit the procedure provides for calculation of peak radial particle velocities from elastic plane-wave theory with appropriate attenuation. Made available in DSpace on 2015-09-25T21:05:25Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9996661.pdf: 5555942 bytes, checksum: cac7147025fd526a31e4f330123436f4 (MD5) Previous issue date: 2001 Embargo set by: Seth Robbins for item 84806 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 140 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001. http://hdl.handle.net/2142/83525 (MiAaPQ)AAI9996661 eng Engineering, Civil Development of an Engineering Model for Prediction of Ground Shock From Decoupled Detonations text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.