Performance Based Excavation Support Design For Challenging Urban Site Geometry In Toronto, Canada

Deep Foundations Institute
Erika Acton Shawna Munn Carol Dounitch
Organization:
Deep Foundations Institute
Pages:
10
File Size:
1484 KB
Publication Date:
Oct 1, 2022

Abstract

The EQ Bank Tower, a 24-storey office tower with 4 levels of underground parking, is currently under construction at 25 Ontario Street in the downtown core of Toronto, Canada. The tower geometry required an 18 m (60 ft) deep excavation inside an existing 3-storey 100-year-old façade, to be retained in place throughout construction. This presented a variety of design challenges that required several innovations and a customized monitoring program. In this paper, we will discuss two major challenges, and highlight the innovative and adaptable solutions carried out using performance-based design leveraging the observational method. The first was installation of a shoring system in a 500 mm (20 in) gap between the historical façade and a live gas main. The second involved excavating 10 m (33 ft) into expansive shale bedrock adjacent to a sensitive neighbouring building.
Citation

APA: Erika Acton Shawna Munn Carol Dounitch  (2022)  Performance Based Excavation Support Design For Challenging Urban Site Geometry In Toronto, Canada

MLA: Erika Acton Shawna Munn Carol Dounitch Performance Based Excavation Support Design For Challenging Urban Site Geometry In Toronto, Canada. Deep Foundations Institute, 2022.

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