Experimental study on workability and permeability of sandy soils conditioned with thickened foam

Journal Article (2024)
Author(s)

Z Feng (Central South University China)

Shuying Wang (Central South University China)

Tongming Qu (The Hong Kong University of Science and Technology)

Xiangcou Zheng (Central South University China, TU Delft - Geo-engineering)

Fanlin Ling (Central South University China)

Geo-engineering
Copyright
© 2024 Zhiyao Feng, Shuying Wang, Tongming Qu, X. Zheng, Fanlin Ling
DOI related publication
https://doi.org/10.1016/j.jrmge.2023.05.015
More Info
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Publication Year
2024
Language
English
Copyright
© 2024 Zhiyao Feng, Shuying Wang, Tongming Qu, X. Zheng, Fanlin Ling
Geo-engineering
Issue number
2
Volume number
16
Pages (from-to)
532-544
Reuse Rights

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Abstract

Water spewing and muck plugging often occur during earth pressure balance (EPB) shield machines tunnelling in water-rich sandy strata, even though the conventional foam has been employed to condition sandy soils. In this study, a novel thickened foaming agent suitable for EPB shield tunnelling in water-rich sandy strata is developed. In contrast to conventional foam-conditioned sands, the thickened foam-conditioned sand has a low permeability due to the consistent filling of soil pores with the thickened foam, and the initial permeability coefficient decreases by approximately two orders of magnitude. It also exhibits a suitable workability, which is attributed to the enhanced capability of the thickened foam to condition sandy soils. In addition, the effect of concentration on the stability of the foam is explained by the Gibbs-Marangoni effect, and conditioning mechanisms for the thickened foam on sands are discussed from the evolution of foam bubbles.