Experimental Study of the Formation Mechanism of a Grouting Filter Cake at the Shield Tail of a Saturated Fine Sand Layer under the Effect of Seepage-Reference-Cited by-同舟云学术

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Experimental Study of the Formation Mechanism of a Grouting Filter Cake at the Shield Tail of a Saturated Fine Sand Layer under the Effect of Seepage

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Song Yang¹,Li Ang²,Wang Hongshuai¹,Wang Xin³,Xiao Zuoming³

Affiliation:

1. School of Civil Engineering, Liaoning Univ. of Engineering and Technology, Fuxin 123000, Liaoning, China.

2. School of Civil Engineering, Liaoning Univ. of Engineering and Technology, Fuxin 123000, Liaoning, China (corresponding author).

3. CCCC Third Highway Engineering Co., Ltd., Beijing 101304, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8792

Reference21 articles.

1. Flow of Gases through Porous Media

2. The effects of filtration on the injection of cement-based grouts in sand columns

3. The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test

4. Flow of Suspensions through Porous Media—Application to Deep Filtration

5. Kong, X. 2010. Advanced seepage mechanics. Beijing: Univ. of Science and Technology of China Press.

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