Blastability and Ore Grade Assessment from Drill Monitoring for Open Pit Applications
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In: Rock mechanics and rock engineering, Vol. 54.2021, No. June, 17.04.2021, p. 3209-3228.
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TY - JOUR
T1 - Blastability and Ore Grade Assessment from Drill Monitoring for Open Pit Applications
AU - Navarro, Juan
AU - Seidl, Thomas
AU - Hartlieb, Philipp
AU - Sanchidrián, José A.
AU - Segarra, Pablo
AU - Couceiro, Paulo
AU - Schimek, Peter
AU - Godoy, Clara
N1 - Publisher Copyright: © 2021, The Author(s).
PY - 2021/4/17
Y1 - 2021/4/17
N2 - Blasting performance is influenced by mechanical and structural properties of the rock, on one side, and blast design parameterson the other. This paper describes a new methodology to assess rock mass quality from drill-monitoring data to guideblasting in open pit operations. Principal component analysis has been used to combine measurement while drilling (MWD)information from two drill rigs; corrections of the MWD parameters to minimize external influences other than the rockmass have been applied. First, a Structural factor has been developed to classify the rock condition in three classes (massive,fractured and heavily fractured). From it, a structural block model has been developed to simplify the recognition ofrock classes. Video recording of the inner wall of 256 blastholes has been used to calibrate the results obtained. Secondly, acombined strength-grade factor has been obtained based on the analysis of the rock type description and strength propertiesfrom geology reports, assaying of drilling chips (ore/waste identification) and 3D unmanned aerial vehicle reconstructionsof the post-blast bench face. Data from 302 blastholes, comprised of 26 blasts, have been used for this analysis. From theresults, four categories have been identified: soft-waste, hard-waste, transition zone and hard-ore. The model determineszones of soft and hard waste rock (schisted sandstone and limestone, respectively), and hard ore zones (siderite rock type).Finally, the structural block model has been combined with the strength-grade factor in an overall rock factor. This factor,exclusively obtained from drill monitoring data, can provide an automatic assessment of rock structure, strength, and waste/ore identification.
AB - Blasting performance is influenced by mechanical and structural properties of the rock, on one side, and blast design parameterson the other. This paper describes a new methodology to assess rock mass quality from drill-monitoring data to guideblasting in open pit operations. Principal component analysis has been used to combine measurement while drilling (MWD)information from two drill rigs; corrections of the MWD parameters to minimize external influences other than the rockmass have been applied. First, a Structural factor has been developed to classify the rock condition in three classes (massive,fractured and heavily fractured). From it, a structural block model has been developed to simplify the recognition ofrock classes. Video recording of the inner wall of 256 blastholes has been used to calibrate the results obtained. Secondly, acombined strength-grade factor has been obtained based on the analysis of the rock type description and strength propertiesfrom geology reports, assaying of drilling chips (ore/waste identification) and 3D unmanned aerial vehicle reconstructionsof the post-blast bench face. Data from 302 blastholes, comprised of 26 blasts, have been used for this analysis. From theresults, four categories have been identified: soft-waste, hard-waste, transition zone and hard-ore. The model determineszones of soft and hard waste rock (schisted sandstone and limestone, respectively), and hard ore zones (siderite rock type).Finally, the structural block model has been combined with the strength-grade factor in an overall rock factor. This factor,exclusively obtained from drill monitoring data, can provide an automatic assessment of rock structure, strength, and waste/ore identification.
U2 - 10.1007/s00603-020-02354-2
DO - 10.1007/s00603-020-02354-2
M3 - Article
VL - 54.2021
SP - 3209
EP - 3228
JO - Rock mechanics and rock engineering
JF - Rock mechanics and rock engineering
SN - 0723-2632
IS - June
ER -