Skip to content

Rates, Norms & Durations

Tunnelling & Mining

Tunnelling & Mining Production Rates & Build Times:
Tunnelling & Mining entries
ActivityEntry (verbatim)ValueSource
Cone Fracture Rock BreakageChemical Excavation MethodsPenetrating Cone Fracture Rock Breakage. Tradename of "SunBurst" from Australia. State of the art, non-explosive chemical rock breakage technology for close proximity excavation applications in mining and civil engineering. Explosive system, cycle time of 6 mins, giving 0.33 m3 each explosion. A typical rate of 10 No cycles per hour, giving 3.3 m3/hr/rig. However, tests have shown differing results... Fresh granite of class 1 strength - One hole in the floor, yielding 0.15 m3 of rock. If more holes had been injected, a yield of 0.5 - 1.0 m3 would be expected. Moderately fresh igneous rock of class 2 strength - Three holes in a sloping trench, in adjacent locations, yielding 2.6 m3 of rock for each hole. Moderately weathered volcanic rock of class 3 strength - Two holes in the floor, in separate locations, yielding 1.2 - 1.5 m3 of rock for each hole.3.3 m3 per hrper hrParsedCone Fracture Rock Breakage
Cut and Cover Tunnels—Cut and Cover Tunnels
Design Works—Design Works
Drill & Blast Method—Drill & Blast Method
Immersed & Sunken Tubes—Immersed & Sunken Tubes
In-Situ Tunnel Linings—In-Situ Tunnel Linings
Initial Tunnel Supports—Initial Tunnel Supports
Micro-Tunneling—Micro-Tunneling
New Austrian Tunneling Method—New Austrian Tunneling Method
Permanent Bracings—Permanent Bracings
Pipe & Box Jacking—Pipe & Box Jacking
Shield Tunnelling—Shield Tunnelling
Tunnel Boring Machines—Tunnel Boring Machines
Tunnel Grouting—Tunnel Grouting
Tunnel Leak Repairs—Tunnel Leak Repairs
Vertical ShaftsHeadings & Hand TunnelingVertical Shafts Vent shaft 10 m dia, build 1 m/day, excavate at 80 m3/day Vent shaft connecting tunnels 6m dia, build 0.75 m/day, excavate at 21 m3/day4 rate statements found; left for an editor—Vertical Shafts

1–16 of 16

These values were contributed by members and reflect the conditions, methods and regions they worked in. They are a starting point for estimating, not a standard. Check them against your own records, the site conditions and the contract before relying on them.