Slurry Wall Construction in Coarse-Grained Soils - NAT2022

Society for Mining, Metallurgy & Exploration
J. Andrew McGlenn Greg Emslie Murray Gant
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
8
File Size:
2729 KB
Publication Date:
Dec 1, 2022

Abstract

The Second Narrows Water Supply Tunnel will ensure system reliability in the event of a major earthquake and increase the Greater Vancouver Water District’s capacity to meet a growing population’s longterm needs. It includes a bored tunnel between two deep shafts located in North Vancouver and Burnaby, BC, Canada. The support of excavation for the 16-meter-diameter (52.5 ft) TBM launch shaft consists of 83-meter-deep (272 ft) unreinforced concrete slurry walls. This paper discusses challenges encountered during construction of the launch shaft slurry walls, namely excavation methods and slurry loss, and mitigative solutions implemented to successfully complete the shaft with minimal impact to project schedule.
Citation

APA: J. Andrew McGlenn Greg Emslie Murray Gant  (2022)  Slurry Wall Construction in Coarse-Grained Soils - NAT2022

MLA: J. Andrew McGlenn Greg Emslie Murray Gant Slurry Wall Construction in Coarse-Grained Soils - NAT2022. Society for Mining, Metallurgy & Exploration, 2022.

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