Citas bibligráficas
Gutierrez, A., Samame, A. (2018). Influencia de la emulsión inhibida TCG en la reactividad de terrenos sulfurosos en la operación de voladura, Minera Yanacocha 2018 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/14183
Gutierrez, A., Samame, A. Influencia de la emulsión inhibida TCG en la reactividad de terrenos sulfurosos en la operación de voladura, Minera Yanacocha 2018 [Tesis]. PE: Universidad Privada del Norte; 2018. https://hdl.handle.net/11537/14183
@misc{renati/428874,
title = "Influencia de la emulsión inhibida TCG en la reactividad de terrenos sulfurosos en la operación de voladura, Minera Yanacocha 2018",
author = "Samame Vasquez, Armando Robinson",
publisher = "Universidad Privada del Norte",
year = "2018"
}
The objetive of this thesis has as porpuse help in the safe use of explosives In situations where they may exist an additional specific danger due to possible un wanted Reaction bet ween an explosive and the rock that you want to fragment under certain situations the un wanted reactions can lead to premature detonations with fatal result these reactions can be by the chemistry of the rock, the temperature or combinations of both like wise describ its characteristics of inhibited technology and determinations that the voladure made with inhibited emulsion gives us results satisfactory a good detonation speed good fragmentation and elimination of nitrous gases the research the veloped is experimental aplicac correlation type with transversal design in out this thesis our independent variable is influence of the inhibited emulsion and the dependent is reactive in land Sulphur‟s by applying the inhibited emulsion in a larger mesh a hundred and fifty drills‟ nitrous gases were present in one percent orange . With the inhibited emulsion we perform an explosive mixture eighty twenty is the eighty percent emulsion and twenty percent of ammonium nitrate the loading length is six meters obtaining a power factor zero point to hundred thirty-six this is in a mesh with a burden of eight meters by a spacing of mine meters with a height bank of then meters with bank of then meters with a density of rock one point eighty-five.
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