sink hole presentation
TRANSCRIPT
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Sinkhole rehabilitation at RustenburgChrome Mine: Lanxess Mining Pty Ltd
David Nyungu
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Content
Location of Rustenburg Chrome Mine and sinkhole
Background on the sinkhole occurrence and definition of
problem
Challenges faced before and during sinkhole rehabilitation
Rehabilitation of alternative ingress and egress declines
Sinkhole rehabilitation
Outlook of the rehabilitation project so far
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Location of Rustenburg Chrome Mine
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Schematic representation of the sinkholelocation at Rustenburg Chrome Mines 7 East# Declines
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Aerial view of the 7 East # collars and surfaceinfrastructure
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Sinkhole occurrence depicted in 2005 withprojected outlines of old pit highwalls
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Surface sag captured in 2005 30m from theworkshops
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Sinkhole subsequently filled with compactedwaste material temporarily solving the problem
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A shot through the resultant holing into theDecline roadway taken from surface
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Brake test ramp slump noticed in 2010
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Surface tension cracks at the Brake Test Ramp(2010)
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A shot taken from the 7 East # Decline roadwayduring the peak of the 2010 rain season
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Replacement of old rotten timber leggings andcross beams with steel sets and void fill
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Decline hanging and side walls covered withvoid fill. Void fill sagging from water pressure
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Brake test ramp excavated out showing theestimated sink hole position (2011)
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Sloughing of waste rock dump adjacent to thesink hole position on surface (2011)
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Free dig waste rock material previously filledinto the sinkhole being excavated (2011)
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Challenges faced during rehabilitation process
Uncertainty of the exact position of the sink hole and its extend
below surface.
Uncertainty over the rock mass strength hosting the sinkhole.
Excavating blind to expose the sinkhole.
Void fill previously applied in the Declines covered the existing
pillars from assessment for strength and failure. Since the 7 East Declines is the main conveyance Decline there
was need to have a secondary transport Decline.
Onset of the rainy season produced a danger of inundation of
the exposed sink hole. Unavailability of dedicated equipment and machinery delayed
progress
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Extrapolated sinkhole position in relation tothe position of the Belt Decline
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Tent required to cover the sinkhole fromingress of rain water
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The Overstep Decline used as alternativeaccess required support rehabilitation
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Alternative access ways into the mineduring the sinkhole rehabilitation
processThe Overstep Decline and the 7 West Decline
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Decline collared in weathered Norite withportal cut in topsoil
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Weathered Norite hosting the Declines
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Soft weathered Norite walls hosting theDeclines
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Very friable hanging rock mass in the OverstepDecline
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Outlook in the Overstep Decline after a coat ofThin Sprayed Liner (TSL)
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Outlook in the Overstep Decline after supportrehabilitation. RSJ sets with timber cribbingand void fill were installed
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Outlook in the Overstep Decline after supportrehabilitation
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Sinkhole rehabilitation process Remove and re-build the test ramp to a new location
Excavate all fill material from the sinkhole down to the opening in the
Decline roadway Construct a strong base using RSJ steel sets for the concrete plug at the
bottom
Strap and re-enforce all pillars in the Declines
Construct a 45 MPa strength concrete plug at the sinkhole opening in the
Decline
Fill sinkhole with cemented waste aggregate mixed with a binding
accelerator and compacted
Construct a concrete slab and drainage around the sinkhole
Fence off and barricade sinkhole area from traversing by machinery andtrucks
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Excavation of waste fill material and timberpacks previously filled into the sinkhole
k d i b k i l f d
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Waste rock and timber pack material free dugleaving fairly competent weathered Noritewalls
P h b k b h t d t t
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Push back benches were excavated to createaccess ramps for the excavators reach andstable walls
P h b k ll d th i kh l
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Push back walls around the sinkhole
H li t d th D li d
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Holing towards the Decline roadway
Push back area around the sinkhole
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Push back area around the sinkhole
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Outcome
Sinkhole rehabilitation work is still underway
Sinkhole excavation was carried out successfully without injuries or damage
to equipment
Expert advice and people with previous experience with the sinkhole
occurrence were consulted
Sinkhole limits were exposed after excavation of waste fill material allowingfor better planning and design of rehabilitation and filling
The extrapolated position and orientation of the sinkhole were confirmed
The cemented waste fill material will be set on a competent base and all
water sources diverted
Once set the concrete plug should prevent water ingress into the declines
Surface run water drainage and bunkers should divert water from entering
the sinkhole area.