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

Society for Mining, Metallurgy & Exploration
A. Bhargava V. Nasri
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 bene􀂿ts, 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 waterproo􀂿ng methods applied to create an economical design.
Citation

APA: A. Bhargava V. Nasri  (2024)  Secant Pile Wall as Support of Excavation and Final Lining of a Major Underground Metro Station - NAT2024

MLA: A. Bhargava V. Nasri Secant Pile Wall as Support of Excavation and Final Lining of a Major Underground Metro Station - NAT2024. Society for Mining, Metallurgy & Exploration, 2024.

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