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

Society for Mining, Metallurgy & Exploration
Jeremy Cawley Horry Parker Jr. Clint Wilson
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 re􀁔uired prior to lower shaft excavation to reduce potentially high groundwater in􀃀ows. This paper discusses the secant pile installation, grouting program, shaft excavation, and hydrogeologic observations.
Citation

APA: Jeremy Cawley Horry Parker Jr. Clint Wilson  (2024)  Shaft Construction in Glacial Overburden and Karstic Limestone on the Lower Olentangy Tunnel Project - NAT2024

MLA: Jeremy Cawley Horry Parker Jr. Clint Wilson Shaft Construction in Glacial Overburden and Karstic Limestone on the Lower Olentangy Tunnel Project - NAT2024. Society for Mining, Metallurgy & Exploration, 2024.

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