Precast Segmented Tunnel Lining For The Mexico City Subway

Society for Mining, Metallurgy & Exploration
Arthur P. Chase
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
29
File Size:
1094 KB
Publication Date:
Jan 1, 1997

Abstract

The Tacubaya subway tunnels form a link in the Sistema de Transporte Colectivo (Mass Transit System) of the Federal District of Mexico. One tunnel 327 m long lies to the north of Tacubaya Station, the other 811 m long, to the south. The tunnels are designed to accommodate two subway trains, one inbound and one outbound, within the inside diameter of 8.5 m. The designers of the tunnel lining and tunnel driving equipment were faced with the problem of driving two subway tunnels 9.0 m outside diameter through water-bearing soil, directly beneath a high speed limited access highway, a main drainage sewer, structures including residences and office buildings, on an alignment curved for 67 per cent of tunnel length, and on grades as high as 7 per cent, within a limited budget, with minimum damage to property and disruption to the community. Planning The following decisions affecting tunnel design and construction were made at an early stage of planning: Shield. To enhance safety, a tunnel shield would be used for tunnel driving. Dewatering. The water-bearing soil could be effectively dewatered; consequently, tunnel driving could be performed in free air. Hand Mining. To minimize investment in equipment, hand mining would be used to excavate and support the face.
Citation

APA: Arthur P. Chase  (1997)  Precast Segmented Tunnel Lining For The Mexico City Subway

MLA: Arthur P. Chase Precast Segmented Tunnel Lining For The Mexico City Subway. Society for Mining, Metallurgy & Exploration, 1997.

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