Pressure-infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 2: soil–foam mixture-Reference-Cited by-同舟云学术

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Pressure-infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 2: soil–foam mixture

Published:2021-01-11 Issue: Volume: Page:1-14
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Xu Tao¹^ORCID,Bezuijen Adam²,Thewes Markus³

Affiliation:

1. Ghent University, Laboratory of Geotechnics, Technologiepark, Ghent, Belgium

2. Deltares, Geo-Engineering, Delft, Netherlands; also Ghent University, Laboratory of Geotechnics, Technologiepark, Ghent, Belgium.

3. Institute for Tunnelling and Construction Management, Ruhr University Bochum, Bochum, Germany.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.19.P.188

Reference28 articles.

1. Evaluation of tool wear in EPB tunneling of Tehran Metro, Line 7 Expansion

2. Foam parameters in saturated sand, theory and model tests

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanism analysis of foam penetration in EPB shield tunnelling with a focus on FER and soil particle size;Underground Space;2024-08

2. Disturbance characteristics test about double-line shield tunnel excavation in grouting-reinforced water-rich sand stratum;Engineering Research Express;2024-06-01

3. A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis;International Journal of Geomechanics;2024-05

4. Soil Conditioning for EPB Shield Tunneling in Coastal Silty Clay Strata: Laboratory Research and Field Application;International Journal of Geomechanics;2024-02

5. On recycling earth pressure balance shield muck with residual foaming agent: defoaming and antifoaming investigations;Environmental Science and Pollution Research;2024-01-04

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