Improved Techniques for Reactive Ground, Density and Performance Testing of Bulk Explosives

International Society of Explosives Engineers
Gary Cavanough Italo Onederra Ewan Sellers
Organization:
International Society of Explosives Engineers
Pages:
11
File Size:
1475 KB
Publication Date:
Jan 1, 2018

Abstract

Reactivity of ammonium nitrate based explosives is associated with the presence of iron sulfides in the ground reacting with explosive products and in some instances causing spontaneous reactions which can lead to detonation. The stability of explosive products can also be linked to in-hole density, which influences detonation efficiency, breakage performance and the potential generation of Nitrogen Oxide (NOx) fumes. Reactive ground testing involves detecting a temperature rise of a mixture of a bulk explosive product sample, a ground rock sample and some specific chemical agents. This paper describes improvements in reactive ground testing involving the use of time lapse video analysis and detection of NOX gas emissions from the sample. Reactivity is stored and linked to a using cloud based software to map of the mine showing the exact location of the sample. The location marker can be selected to allow quick access to the sample test results and video. In addition to reactivity, the stability and detonation performance of bulk product can also be influenced by depth. In this paper, a system that simulates product at depth and measures density changes and monitors the structure of bulk samples is described. Results from an explosive product are analyzed and detonation performance is assessed by the measurement of velocity of detonation and detonation pressure.
Citation

APA: Gary Cavanough Italo Onederra Ewan Sellers  (2018)  Improved Techniques for Reactive Ground, Density and Performance Testing of Bulk Explosives

MLA: Gary Cavanough Italo Onederra Ewan Sellers Improved Techniques for Reactive Ground, Density and Performance Testing of Bulk Explosives. International Society of Explosives Engineers, 2018.

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