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Over several decades in Southern Africa the advance rates when sinking vertical shafts have declined significantly. The upside has been a substantial improvement in shaft bottom conditions and a commensurately improved safety performance, with an increasing ...
Filed under: Tunnel Engineering -  Shafts
Reference: The Southern African Institute of Mining and Metallurgy Shaft Sinking and Mining Contractors Conference 2009
The location of a decline shaft portal can have far reaching implications if the geotechnical conditions are not suited for safe and cost effective excavation. Ideally the portal should be positioned in an area where the excavation requires minimal support ...
Filed under: Tunnel Engineering -  Shafts
Reference:
Installation of support in known poor ground intersections during reaming operations requires rapid access to stabilize the shaft wall and thus to prevent the loss of the shaft through scaling. This is especially relevant to shafts of long dimension where ...
Filed under: Tunnel Engineering -  Shafts
Reference: he Southern African Institute of Mining and Metallurgy Shaft Sinking and Mining Contractors Conference 2009
This paper describes the method used for excavating the upper 33m of emergency access shaft E2 for the underground single track tunnel running between Park and Rosebank station of the Gautrain Rapid Rail System. The soil was decomposed shale and diabase from ...
Filed under: Tunnel Engineering -  Shafts
Reference: The Southern African Institute of Mining and Metallurgy Shaft Sinking and Mining Contractors Conference 2009
The objective of this paper is to describe the support methodology that was used during the ventilation shaft sinking and the use of the machine carousel to reduce the cladding support cycle. The machine carousel replaces the traditional use of machine kibble ...
Filed under: Tunnel Engineering -  Shafts
Reference: The Southern African Institute of Mining and Metallurgy Shaft Sinking and Mining Contractors Conference 2009
The first part of this article deals with the design and construction measures taken for the 880 m-head unlined pressure shaft. The latter part deals with a new concept for sealing of the concrete section at the base of the pressure shaft which has been introduced ...
Filed under: Tunnel Engineering -  Shafts
Reference: WATER POWER & DAM CONSTRUCTION, June 1987