Analysis and interpretation of massive quality parameters for geomechanical model proposition
DOI:
https://doi.org/10.5902/2236130818712Keywords:
Geomechanical model, Classification systems, Geomechanical characterizationAbstract
Before lauching any mining enterprise, whether open pit or underground, must have knowledge of rock mass geomechanical characteristics, which the work will be developed. The geomechanical classification systems are used to obtain information about these characteristics. These systems gather the necessary information and propose an index for rock mass qualifying. This article presents the methodology used on a rock mass qualifying for a lead and zinc deposit, through the classification system Rock Mass Rating (RMR), to propose a geomechanical model. Through the analysis of 50 drill holes with its geological logs it was possible to create the deposit geological model, recognizing the units present in the study area. Were identified 4 units: sandstone, conglomerate, rhythmite and ore. In addition, information was collected regarding the 6 parameters, which RMR is based, on drill holes. After RMR values being determined over all drill holes, they were estimated within each unit by the indicator kriging. From the estimation results was possible to obtain the geomechanical model. In the proposed geomechanical model was observed the predominance of class II (good rock) in all units. In the model base predominated class III and IV (fair rock and poor rock respectively) due to the presence of breccia.
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