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Overbreak and underbreak in underground openings Part 2: causes and implications
Authors:J A Ibarra  N H Maerz  J A Franklin
Institution:(1) Excavaciones Soporte Y Tecnologia, Zapopan, Jal., Mexico;(2) N.H. Geo Consulting Limited, Kitchener, Ontario, Canada;(3) Department of Earth Sciences, University of Waterloo, Waterloo, Ontario, Canada
Abstract:Summary The newly developed light sectioning method has been used to investigate some of the causes and costs of overbreak and underbreak. Investigations at the Aquamilpa Hydroelectric Project in Mexico have shown decreased overbreak and increased underbreak as a result of increased rock quality and decreased explosive energy. A new measure of explosive energy, the lsquoperimeter powder factorrsquo (PPF), has been defined and shown to be useful in the context of tunnel-wall rock damage. Tentative results indicate that explosive energy (PPF) may be a more important factor in producing underbreak, whereas rock quality may be a greater factor in producing overbreak. A site-specific equation is given for predicting overbreak or underbreak as a function of rock quality and explosive energy, with an evaluation of the cost of underbreak and overbreak.
Keywords:overbreak  underbreak  digital image processing  tunnelling  blasting assessment  tunnel profiling  RMR  Q  powder factor  perimeter powder factor
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