Shaft Construction in Glacial Overburden and Karstic Limestone on the Lower Olentangy Tunnel Project - NAT2024

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 10
- File Size:
- 776 KB
- Publication Date:
- Jun 23, 2024
Abstract
The 5180 m EPBM drive on the Lower Olentangy Tunnel (LOT) is predominantly within glacial
overburden. To connect LOT with the existing OARS deep tunnel in limestone bedrock, the upper 15 m inside
diameter Vine Street retrieval shaft telescopes down to 6.7 m in diameter and extends into the karstic Columbus
Limestone to a depth of 51 m, where a 104 m SEM tunnel will connect to OARS shaft 6. Pre-excavation
grouting was reuired prior to lower shaft excavation to reduce potentially high groundwater inows. This paper
discusses the secant pile installation, grouting program, shaft excavation, and hydrogeologic observations.
Citation
APA:
(2024) Shaft Construction in Glacial Overburden and Karstic Limestone on the Lower Olentangy Tunnel Project - NAT2024MLA: Shaft Construction in Glacial Overburden and Karstic Limestone on the Lower Olentangy Tunnel Project - NAT2024. Society for Mining, Metallurgy & Exploration, 2024.