Research on the Influence Mechanism of Foam Slurry Wall Formation
Source abstract
Abstract
Incorporating foam into slurry can improve its wall-supporting performance. However, the wall formation mechanism of foam slurry under different conditions remains unclear. In this study, numerical simulations were conducted to investigate the influence of soil properties, slurry composition, and pressure gradient on the infiltration process and wall formation effectiveness of foam slurry, which was validated through laboratory experiments. The results indicate that the infiltration process of foam slurry in soil can be divided into three stages—infiltration, clogging, and membrane formation. The time required for slurry membrane formation increases linearly with increasing soil porosity and gradation parameter m, while it decreases with increasing gradation parameter b. An increase in the swelling ratio promotes faster membrane formation, whereas a higher foam content may reduce clogging efficiency. The time required for slurry membrane formation increases quadratically with the pressure gradient. The influence of various factors on the effectiveness of foam slurry wall formation are observed in the following order: soil properties > slurry composition > pressure gradient. When using foam slurry for wall formation, it is advisable to use a relatively high swelling ratio (>5%) and an appropriate foam concentration (approximately 10% to 20%) to improve the stability of the slurry wall.
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Research context
OpenAlex topics: Tunneling and Rock Mechanics · Drilling and Well Engineering · Mineral Processing and Grinding
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Hohai University Key Laboratory of Geomechanics and Embankment Engineering, Ministry of Education, Nanjing 210000, China
Nanjing Zhongxing New Software Co., Ltd., Nanjing 210012, China
Funding
National Key Research and Development Program of China
References (24)
Show source-provided references
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