Structural Design of Precast Concrete Linings for Bored Tunnels - Example from the Design of an Urban Mass Rapid Transit System

- Organization:
- The Australasian Institute of Mining and Metallurgy
- Pages:
- 6
- File Size:
- 292 KB
- Publication Date:
- Jan 1, 1999
Abstract
The Metropolitan Rapid Transit Authority (MRTA) Initial System Project (ISP) - Underground Structures North, UGN, is the northern section of the blue line, which is the first stage of an underground mass transport rail system of 77 km to be implemented in the central area of Bangkok, Thailand. The UGN section (Huai Kwang - Bang Sue) consists of approximately 8 km of twin single track bored tunnels, nine underground stations and some short cut and cover tunnel sections. The paper focuses on the main issues involved in the structural design of the precast concrete lining, which is the definitive structural support of the bored tunnels. It includes an overview of the site and geotechnical conditions, specific properties of precast concrete linings, ground-structure modelling, approach for the assessment of load conditions and respective sectional forces and particulars of the detailing of the reinforcement and the segment testing program.
Citation
APA:
(1999) Structural Design of Precast Concrete Linings for Bored Tunnels - Example from the Design of an Urban Mass Rapid Transit SystemMLA: Structural Design of Precast Concrete Linings for Bored Tunnels - Example from the Design of an Urban Mass Rapid Transit System. The Australasian Institute of Mining and Metallurgy, 1999.