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Canadian Diamond Drilling Association Vancouver, BC May 29, 2008 Technically Demanding Cement Grout Applications Involving Diamond Core Drilling Peter White, P.Eng. Diamond Core Drilling for Grouting Projects: In The Hole. Diamond Core Drilling
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Canadian Diamond Drilling Association Vancouver, BC May 29, 2008 Technically Demanding Cement Grout Applications Involving Diamond Core Drilling Peter White, P.Eng
Diamond Core Drilling • for Grouting Projects: • In The Hole
Diamond Core Drilling • for Grouting Projects: • In The Hole • Around The Hole
Diamond Core Drilling • for Grouting Projects: • In The Hole • Around The Hole • Beyond The Hole
Diamond Core Drilling • for Grouting Projects: • In The Hole • Around The Hole • Beyond The Hole • Typically Bad Ground Conditions
Recent Diamond Drilling Contractors • with Technical Grouting Projects: • Boart Longyear (FNX Podolsky) • Forage Orbit Garant (FNX Podolsky) • Major Drilling (Goldcorp & Diavik) • Progressive Drilling (PCS Picadilly) • Hy-Tech Drilling (McArthur River)
Grouting Project Profiles • Agnico-Eagle, Finland • Goldcorp, Red Lake, Ont. • Hsuehshan Tunnel, Taiwan • Pan American Silver, Peru
Agnico-Eagle, Finland Kittilä Mine Ventilation Raise Through Water-Bearing Formations
Agnico-Eagle, Finland Problem: To Seal Water-Bearing Formations Prior to Vent Raise Excavation
Agnico-Eagle, Finland • Solution: • Systematic Perimeter Drill Hole Pattern • Down Stage Cement Grouting • Grouting Strategy • Specified Grout Mixtures • Target Grouting Parameters
Raise Bore Machine Tent Overburden 5 m Water-Filled 25 m 40 m Broken 40 m Fractured
Agnico-Eagle, Finland • Key Elements for Success: • Experienced Contractor • Appropriate Drilling and Grouting Equipment • Selection of Suitable Cements for Site Conditions • Appropriate Use of Grouting Additives • Consistent Range of Grout Formulations • Target Grout Volumes and Decision Criteria • Limited Duration Grouting Operations
Goldcorp Red Lake Mine Ventilation Raise With Major Water-Bearing Fracture
Goldcorp, Red Lake Ont. Problem: To Seal Water-Bearing Fault In Pilot Hole at 400 ft Depth And Reduce 20 GPM Water Inflow Before Reaming Raise to 18 ft Dia
Goldcorp, Red Lake Ont. Solution: Plug Pilot Hole to Stop Water Inflow Systematic Perimeter Drill Hole Pattern Microfine Cement Grouting
Overburden 15 inch dia Pilot Hole 400 ft Water-Bearing Fracture 20 GPM
Diamond Drill Overburden 400 ft HQ Drill Rods + Safety Cable Water-Bearing Fracture Inflatable Packer + Internal Valve
40 ft 40 ft Water Circulation 400 ft Grout Hole Grout Hole 25 ft 25 ft
400 ft Grout Hole Grout Hole Drain Water Column
400 ft Grout Hole Grout Hole Remove Inflatable Packer 2 GPM
Safety Cable Sheave Wheel HQ Drill Rods in 15 inch Hole
6240 6260 6180 6200 6220 6280 Hole # 4 400 #4 26 ft 380 #2 Hole # 1 16 ft #5 Hole # 5 33 ft 80 ft Circle 50 ft Circle Vent Raise at Surface 24 ft 360 Hole # 3 #1 Hole # 6 #6 33 ft 37 ft 340 26 ft #7 #3 Hole # 7 Hole # 2 320 Red solid lines indicate surveyed hole trajectory from surface to approximately 400 ft Tan Tag - Tight Hole - zero or low grout consumption Yellow Tag - grout consumption in between tan & green holes Green Tag - Open Hole - high grout consumption Blue Circle Numbers indicate grouting sequence Goldcorp Vent Raise Grouting 2005 Grout Hole Survey Results P White November 3, 2005
#12 Hole # 12 6240 6260 6180 6200 6220 6280 Hole # 4 400 #4 26 ft 380 #2 Hole # 1 16 ft 20 ft #5 Hole # 5 #11 20 ft Hole # 8 Vent Raise at Surface 24 ft 80 ft Circle 360 Hole # 3 #1 16 ft 25 ft Hole # 6 #6 16 ft 340 #10 13 ft #8 13 ft Hole # 9 Hole # 11 16 ft #7 #3 Hole # 7 Hole # 2 320 Hole # 10 Red solid lines indicate surveyed hole trajectory from surface to approximately 400 ft Tan Tag - Tight Hole - zero or low grout consumption Yellow Tag - grout consumption in between tan & green holes Green Tag - Open Hole - high grout consumption Blue Circle Numbers indicate grouting sequence Goldcorp Vent Raise Grouting 2006 Drill Hole Locations P White April 11, 2006 #9
Goldcorp, Red Lake Ont. • Key Elements for Success: • Innovative Approach to Eliminate Groundwater Movement • Appropriate Drilling and Grouting Equipment • Water Pressure Testing To Assess Site Conditions • Selection of Suitable Cements • Gyro-Survey to Plot Drill Hole Positions
Hsuehshan Tunnel Taiwan Exploration Drillhole In Blocky Ground
Hsuehshan Tunnel,Taiwan Problem: To Drill Long Exploration Holes In Advance of Tunnel Heading Previous Contractor Could Not Drill Beyond 100 m
Hsuehshan Tunnel,Taiwan Solution: Controlled Drilling Fast-Setting, High-Strength Grout Downstage Grouting Methods Using Inflatable Packers
Hsuehshan Tunnel Project Twin 11.72 m Dia Road Tunnels Wirth TBM 4.8 m Dia Pilot Tunnel Robbins TBM