Project: |
TWICKENHAM FOOTWALL ACCESS TUNNELS |
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Owner: |
Anglo Platinum Co. |
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Client: |
C.M.C. Cooperativa Muratori Cementisti |
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Project description: |
The two tunnels are to provide access to the chromitite ore deposit of the Twickenham Platinum Mine. Each 5m-diameter tunnel is approximately 7km-long. The excavation of the two tunnels by TBM is meant to reduce the time to access the mineral deposit. |
Geologic context: |
Very hard rock mass consisting of mafic and ultramafic intrusive rocks. Norite and anorthosite are the prevalent lithotypes with compressive strength up to 260MPa. Poorer conditions are expected for the dolerite dikes. |
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Location: |
South Africa |
Start/end date: |
- |
Cost estimate: |
- |
Design and consultancy services: |
TBM feasibility evaluation: Using four TBM performance prediction methods (CSM, Alber's strength-to-stress ratio, NTI, and Barton's QTBM) the feasibility of excavating the tunnels by a 4.94m-diameter Robbins double shield TBM was assessed in terms of advance rate and cutter consumption. Rock support requirements were defined in accordance with the NORM 2203/1994. |
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Period: |
2003 |
In collaboration with: |
SEA Consulting Srl |
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TBM ADVANCE RATE PREDICTION |
STATISTICAL ANALYSIS OF INTACT ![]() |
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A&K Geotechnical Engineering | Via Mentana 9/B, Turin I-10133 | tel/fax +39 011 6603050, e-mail info@a-k.it |
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