Tunneling for the Chaloem Ratchamongkhon Line in Bangkok

Society for Mining, Metallurgy & Exploration
D. J. Maconochie S. Suwansawat C. C. Chang
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
16
File Size:
1488 KB
Publication Date:
Jan 1, 2001

Abstract

This paper describes the overall delivery of the tunneling for the Mass Rapid Transit Authority of Thailand’s Chaloem Ratchamongkhon Line in Bangkok and the constraints provided by the alignment. Eight earth pressure balance tunnel boring machines were employed under two major civil works contracts to drive approximately33 kilometers of tunnel in soft saturated ground beneath the crowded streets of Bangkok. Responsibility within the contract for building damage provided an inherent control for ground movement arising form tunneling when the right of way was narrower than the influence zone. These limits affect the earth pressure balance requirements and permissible ground loss. The methods adopted to limit ground movements and deal with the various obstacles to tunneling influenced the design and operation of the machines. The challenges provided by the need to tunnel through numerous lines of piled foundations of canal bridges and overpasses crossing the alignment are described.
Citation

APA: D. J. Maconochie S. Suwansawat C. C. Chang  (2001)  Tunneling for the Chaloem Ratchamongkhon Line in Bangkok

MLA: D. J. Maconochie S. Suwansawat C. C. Chang Tunneling for the Chaloem Ratchamongkhon Line in Bangkok. Society for Mining, Metallurgy & Exploration, 2001.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account