Innovative Retaining Wall with Jet Grout for New Metro Tunnel Underneath Amsterdam Central Station

Society for Mining, Metallurgy & Exploration
B. J. Schat A. W. O. Bots O. S. Langhorst
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
12
File Size:
952 KB
Publication Date:
Jan 1, 2007

Abstract

Amsterdam City Council is building a new metro line, the North–South Line. The line passes under Amsterdam Central Station (a listed building) about 18m below street level. The retaining wall that has to be built underneath the existing building is an innovative construction consisting of two rows of steel piles interspersed with a solid mass of overlapping jet grout columns: a composite ‘sandwich’ wall. This paper gives an overview of the approach taken to designing (computational models) and building the retaining wall. Special attention is paid to the observational method used for the construction of the jet grout columns.
Citation

APA: B. J. Schat A. W. O. Bots O. S. Langhorst  (2007)  Innovative Retaining Wall with Jet Grout for New Metro Tunnel Underneath Amsterdam Central Station

MLA: B. J. Schat A. W. O. Bots O. S. Langhorst Innovative Retaining Wall with Jet Grout for New Metro Tunnel Underneath Amsterdam Central Station. Society for Mining, Metallurgy & Exploration, 2007.

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