Slurry Shield Tunnels on the Cairo Metro

Society for Mining, Metallurgy & Exploration
Donald P. Richards Patrick Ramond Martin Herrenknecht
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
25
File Size:
355 KB
Publication Date:
Jan 1, 1997

Abstract

Phase 1 of the second line of the Cairo Metro includes approximately 5.83km, of double track tunnels excavated in water bearing sand of the Nile flood plain. Closed face bentonite slurry shield tunnel boring machines 9.43m in diameter were used. State-of-the-art technology was used in TBM operations and guidance, with surface settlements averaging less than 14mm, and alignment deviations averaging less than 25mm. Production rates up to 580m/month were achieved, with average production of 4.8m/shift, 13.4m/day and78m/week. The completed tunnels, lined with precast concrete segments, are completely watertight under 20m of water pressure.
Citation

APA: Donald P. Richards Patrick Ramond Martin Herrenknecht  (1997)  Slurry Shield Tunnels on the Cairo Metro

MLA: Donald P. Richards Patrick Ramond Martin Herrenknecht Slurry Shield Tunnels on the Cairo Metro. Society for Mining, Metallurgy & Exploration, 1997.

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