Study on the Influence of Walnut Shell Coarse Particles on the Slurry Permeation and the Air Tightness of Filter Cake.

Materials (Basel)

China South-to-North Water Diversion Middle Route Co., Ltd., Beijing 100036, China.

Published: October 2024

AI Article Synopsis

  • Slurry shields are used in construction to stabilize excavation faces by forming a filter cake, but high permeability in soil can lead to slurry loss, complicating this process.
  • This study explores the use of light organic walnut shell as an additive to improve slurry performance, comparing it with sand in filter cake formation and air tightness across different soil types.
  • Results show that walnut shell significantly enhances air tightness and filter cake quality in highly permeable strata, with an optimal quantity of 30 to 40 g/L recommended for soils with high permeability.

Article Abstract

Slurry shields rely on the formation of a compact filter cake to maintain excavation face stability and ensure construction safety. In strata with high permeability, significant slurry loss occurs, making filter cake formation and air tightness maintenance challenging. In this study, light organic walnut shell was selected as an additive coarse particle material for slurry. Slurries incorporating two types of coarse particles, sand and walnut shell, were prepared, and tests on slurry permeation and air tightness of the filter cake were conducted in three different strata. The results indicate that the addition of coarse particles effectively improves filter cake formation and air tightness in high-permeability strata. It is essential to use graded particles in highly permeable strata, with controlled maximum and minimum particle sizes. As the content of coarse particles increases, the air tightness of the filter cake initially increases and then decreases. Notably, the air tightness of filter cakes containing walnut shell is superior to those containing sand. Replacing sand with walnut shell as a slurry plugging material enhances filter cake quality in high-permeability strata. For highly permeable strata with a permeability coefficient greater than 1.0 × 10 m/s, an addition of 30 g/L to 40 g/L is recommended.

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Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11547648PMC
http://dx.doi.org/10.3390/ma17215186DOI Listing

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