Degree of Rock Fragmenjation Under High Strain Rates

International Society of Explosives Engineers
U. Prasad
Organization:
International Society of Explosives Engineers
Pages:
7
File Size:
137 KB
Publication Date:
Jan 1, 2001

Abstract

This paper summarizes the investigation carried out on a wide range of rock types, subjected to high velocity impact to simulate explosive action. A Split- Hopkinson Bar apparatus was used to generate the high velocity impact. The rock samples included both homogeneous and isotropic, and anisotropic types. The strain rate achieved was between 600 and 12OO/sec, The respective measured dynamic compressive strengths were compared with their low strain-rate or static values. It was found that the ratio of the dynamic to static values ranged between 2.5 and 4.6. It was also determined that the high strain-rate loading produced finer fragment size distribution than the static loading. The fragment size distribution from the two strain-rate regimes has been further analyzed to establish correlation with rock types and the strength characteristics. The results also confirm that high strain-rate loading (i.e. high detonation pressure and high velocity of detonation in an explosive column) would significantly affect the degree of fineness in a blast.
Citation

APA: U. Prasad  (2001)  Degree of Rock Fragmenjation Under High Strain Rates

MLA: U. Prasad Degree of Rock Fragmenjation Under High Strain Rates. International Society of Explosives Engineers, 2001.

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