Slurry Wall Design For Hong Kong Station

Deep Foundations Institute
Stephen T. Young
Organization:
Deep Foundations Institute
Pages:
15
File Size:
1239 KB
Publication Date:
Jan 1, 2003

Abstract

The construction of Phase 2 of Hong Kong Station, its retail podium and International Finance Centre Two, the tallest building in Hong Kong, will be completed in the middle of 2003. This paper describes the design and construction of the slurry wall for the Station (both Phase 1 and Phase 2) and the two commercial buildings at the Station. The slurry wall is used as the permanent earth support wall for the station box and the excavation depth ranges from 70 feet to 120 feet. Top-down construction technique was adopted to support the excavation of the station, while circular cofferdams relying on hoop stiffness were constructed to support the basement excavation of the two towers. The designed behavior of the slurry wall is also compared to the as built behavior.
Citation

APA: Stephen T. Young  (2003)  Slurry Wall Design For Hong Kong Station

MLA: Stephen T. Young Slurry Wall Design For Hong Kong Station. Deep Foundations Institute, 2003.

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