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Effect of water pressure on permeability of foam-conditioned sands for EPB shield tunneling.

Authors :
Feng, Zhiyao
Wang, Shuying
Qu, Tongming
Zheng, Xiangcou
Source :
Canadian Geotechnical Journal; 2024, Vol. 61 Issue 6, p1189-1202, 14p
Publication Year :
2024

Abstract

Foam conditioning is a widely adopted technique in earth pressure balance (EPB) shield tunneling for the purpose of reducing sand permeability and preventing water spewing. The permeability of foam-conditioned sands differs from that of natural sands due to the presence of foam bubbles. This study investigated the effect of water pressure on the permeability of foam-conditioned sands using novel laboratory permeability tests. The water pressure, for the first time, is decoupled with the hydraulic gradient, owing to a newly developed permeameter with the controllable downstream hydraulic pressure in the laboratory. The results show that the permeability is significantly affected by the water pressure, and the effect is also predominantly dependent upon the foam injection ratio. The initial hydraulic conductivity increases with the increasing water pressure, while the initial stable period duration decreases. The water-plugging structure formed by foam bubbles and sand particles is prone to be damaged under high water pressure due to the shrinkage of foam bubbles. This means that the existing permeability tests with low water pressure underestimate the permeability of foam-conditioned sands. The underlying mechanism of water pressure in modifying the permeability of foam-conditioned sands is also examined from a particle-scale perspective. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
00083674
Volume :
61
Issue :
6
Database :
Complementary Index
Journal :
Canadian Geotechnical Journal
Publication Type :
Academic Journal
Accession number :
177611730
Full Text :
https://doi.org/10.1139/cgj-2023-0419