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Mining Geology 405 Geological Logging. Joanna Hodge Centre for Exploration Targeting. Geological Logging. Critical part of the drilling process Provides basis for compiling ore deposit models during exploration (exploration drilling
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Mining Geology 405Geological Logging Joanna Hodge Centre for Exploration Targeting
Geological Logging • Critical part of the drilling process • Provides basis for compiling ore deposit models during exploration (exploration drilling • Allows reassessment and improvement of model in mining environment (grade control drilling) • Provides important information required for day-to-day mine reconciliation
Drill hole logging • An example of a graphic diamond drill log. Most logging is typically done on palm-top computers, however these lack detail which is contained in hand-written logs
Drill hole Logging • Important information • Structural features (fracture spacing and orientation, faults, foliation, joints) • Lithological description (colour, texture, mineralogy, alteration, rock type) • Geotechnical information (RQD, hardness) • Weathering data • Water table
Regolith • Regolith profile also a factor in mine stability and in operating cost assessments • Regolith is the weathered rock overlying the bedrock which is often over 100m thick • Different parts of the profile have different characteristics and must be mined and milled according to these characteristics
Regolith • Transported overburden – may be consolidated or unconsolidated • Completely oxidised bedrock • Partially oxidised bedrock • Essentially fresh bedrock
Regolith • Density variations • Transported material ~ s.g. 1.6-2.0 • Clay ~ s.g. 2.2-2.6 • Bedrock ~ s.g. > 3.0 • Significant when deciding on earth moving contract
Regolith • Hardness • Extremely variable • Depends on whether consolidated or unconsolidated, cemented or uncemented • Somewhat subjective during initial drill hole logging, but should be evaluated during metallurgical testing Has a significant impact on mining and metallurgy costs if you get it wrong Oxide material significant in most mills
Geotechnics • In civil engineering, geotechnical investigations are part of site evaluation and a basis for site selection • In mining, site selection is impossible – the ore deposit is where it is • Epigenetic ore deposits are usually located in sites of secondary porosity; poor ground, unstable. • Syngenetic ore deposits are not often the dominant lithology in a package and so are also associated with discontinuities and anisotropy
Geotechnics • Why is geotechnical information important? • Mine Design • Pit wall failure is relatively common on a small scale in most mines, but large scale failure is disastrous • Can lead to significant down-time (costly), early mine closure, as well as injury or death
Factors Affecting Site Stability • Rock fails in response to stress • Structural discontinuities strongly influence whether an underground mine working or open pit wall fails or stands • Intersecting joints, faults and bedding planes dominate open pit stability as overburden removal changes confining pressure – increased sliding • Faults, joints and cleavage planes are less resistant to shear stress and tend to open after blasting in underground mines – underground mine planning is more complex as these structures need to be used, not fought
Joints • Number of different joint types • Cooling joints (post-emplacement cooling, esp. of igneous rocks • Tectonic joints (related to crustal movement) • Sheet joints (unloading – erosion) • Stress joints (unloading – mining) • Shears (joints which have moved, faults) Joint interaction causes structural weaknesses
Critical Data • Fractures • Orientation • Spacing • Length • Filling • Planarity (planar, wavy, irregular) • Roughness (rough, smooth) • Water-bearing Characteristics
Fractures Marjoribanks, 1997
Where do the data come from? • Predominantly diamond logging • Drill core logged on site before moving or cutting • Fracture parameters carefully logged in detail, as well as RQD
RQD • Rock Quality Designation • % of core recovered, counting only pieces of intact core 10cm or longer Peters, 1987
RQD • For example Total length drilled = 130cm Total core recovered = 104cm Core recovery = 104/130 = 80% Summed core lengths >10cm = 71.5cm RQD = 71.5/130 = 55%
Rock Strength • A number of other methods are also employed to quantify rock strength • Unconfined compressive strength testing • Shear strength testing (shear box) • Triaxial compressive shear testing • During feasibility stage, prior to mining, diamond holes are drilled specifically for geotechnical evaluation
Summary • Geological assessment complex • Data from numerous sources, gained during different stages of development and mining • Although it appears to be a less than exact science, GOOD GEOLOGY IS CRITICAL TO SUCCESSFUL MINE OPERATION
Next Week • Grade control • Sampling methodology • Geochemistry