Overexcavation Risk Management During Pressurized Face Tunneling in the Pacific Northwest - RETC2023

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 12
- File Size:
- 183 KB
- Publication Date:
- Jun 13, 2023
Abstract
Overexcavation and ground loss events during pressurized-face TBMadvance in soft
ground can result in unplanned deformations above the tunnel and damage to existing
infrastructure. Successfully managing the risk of this occurring is crucial for any project
in an urban area to proceed. Common risk management approaches include a combination
of establishing suitable ranges of TBM operational parameters and using geotechnical
instrumentation for deformation monitoring. Another risk management tool
is material flow reconciliation, which varies depending on the specified mining method
and the equipment choices by the contractor. This paper compares recent and ongoing
projects in the Pacific Northwest regarding overexcavation risk management.
Citation
APA:
(2023) Overexcavation Risk Management During Pressurized Face Tunneling in the Pacific Northwest - RETC2023MLA: Overexcavation Risk Management During Pressurized Face Tunneling in the Pacific Northwest - RETC2023. Society for Mining, Metallurgy & Exploration, 2023.