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Evaluation of intensive preconditioning in block and panel caving – part II, quantifying the effect on seismicity and draw rates
11
Citations
5
References
2017
Year
Rock TestingEngineeringMechanical EngineeringBlastingDrillingStructural EngineeringGeotechnical EngineeringSeismic AnalysisMining EngineeringIntensive PreconditioningEarthquake EngineeringInduced SeismicityGeology– Part IiRock MassEngineering GeologyFormation DamageRock PropertiesDraw RatesQuarry EngineeringCompetent Rock MassSeismologyCivil EngineeringGeomechanicsRock PhysicRock FragmentationRock Mass BehaviourRock Mechanics
A combination of preconditioning by hydraulic fracturing and confined blasting referred to as intensive preconditioning was implemented at a major panel caving operation. The aim is to alter rock mass behaviour in a manner that could improve caving mechanics and extraction performance. A benchmark study involving data collected from operations in Chile, South Africa and Australia was carried out to investigate the hypothesis that operational data such as induced seismicity and draw rates could provide a quantitative measure of the impact of different preconditioning techniques. Analysis using Gutenberg and Richter (G–R) curves indicated that a massive and competent rock mass without preconditioning presents an induced-mining seismicity behaviour that is less favourable than a rock mass with intensive preconditioning, in other words, seismic events were shown to be more regular, numerous and their magnitudes higher than in the case where intensive preconditioning was applied. From draw rate data, analysis showed that the application of intensive preconditioning could improve draw rates by 15–28%, with relative differences of up to 38%. It is also important to note that this improvement in performance is achieved in a confined condition and at depths relatively greater than most block and panel caving operations.
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