Secant Pile Wall as Support of Excavation and Final Lining of a Major Underground Metro Station - NAT2024

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 9
- File Size:
- 1022 KB
- Publication Date:
- Jun 23, 2024
Abstract
Traditionally, secant piles have been utilized to provide temporary support during excavation
for shafts and cut-and-cover tunnels. As an alternative, the secant piles can be included into the permanent
structure, where they serve as the envelope sustaining the lateral loads and gravity of the permanent structure
in addition to supporting the excavation during construction. This has several benets, such as shorter building
times and lower excavation costs. Recent construction of an approach structure and an underground station as
part of Montréal, Canada’s Réseau Express Métropolitain (REM), one of the biggest transit systems in North
America, was completed with remarkable success using this. In this paper, a case study based on a project that
employed secant piles as the permanent liner is presented. Techniques to guarantee a watertight construction
with over a century of service life are described, along with a variety of structural and waterproong methods
applied to create an economical design.
Citation
APA:
(2024) Secant Pile Wall as Support of Excavation and Final Lining of a Major Underground Metro Station - NAT2024MLA: Secant Pile Wall as Support of Excavation and Final Lining of a Major Underground Metro Station - NAT2024. Society for Mining, Metallurgy & Exploration, 2024.