Pre-conditioning/Pre-excavation Grouting of the Soils Prior to Tunneling Below Highways and Railways: Case Histories from the Past Decade

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 9
- File Size:
- 356 KB
- Publication Date:
- Jan 1, 2008
Abstract
Pre-excavation grouting is a predictable and reliable technique performed to prevent or minimize settlement in advance of, or during the tunneling operation. It safeguards the infrastructure above the tunnel alignment. Cement based suspension grouts and sodium silicate based grouts are frequently injected to consolidate and strengthen the formation and create a reinforced canopy above the tunnel trajectory. Grouting is typically performed through permeation and permeation in conjunction with hydrofracturing. Multiple injection passes through steel sleeve pipes are ideal, since they create an effective forespiling system to facilitate tunneling without causing unacceptable settlement, even with minimal overburden thickness. Ten pre-excavation grouting projects performed in the North America are discussed in this paper.
Citation
APA:
(2008) Pre-conditioning/Pre-excavation Grouting of the Soils Prior to Tunneling Below Highways and Railways: Case Histories from the Past DecadeMLA: Pre-conditioning/Pre-excavation Grouting of the Soils Prior to Tunneling Below Highways and Railways: Case Histories from the Past Decade. Society for Mining, Metallurgy & Exploration, 2008.