Mechanism and modeling of infiltration of saturated sand by excavated sand-containing slurry

• Published in: Tunnelling and underground space technology Vol. 153; p. 106003
• Main Authors: Yin, Zhanchao, Zhang, Qingsong, Liu, Yanshun, Li, Xianghui, Zheng, Dongzhu, Zhang, Xiao
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.11.2024
• Subjects: Bentonite-sand slurry; Deep-bed filtration; Infiltration model; Mud spurt; Slurry shield tunneling; Deep-bed filtration; Infiltration model; Mud spurt; Bentonite-sand slurry; Slurry shield tunneling
• ISSN: 0886-7798
• DOI: 10.1016/j.tust.2024.106003

•A model of bentonite–sand infiltration behavior is presented.•The model has two components: infiltration and prediction models.•The model explains the bentonite–sand slurry infiltration mechanism.•The model predicts mud-spurt occurrences during shield tunneling in sandy layers. During slurry pressure-balance (SPB) shield tunneling in a sand layer, the excavated sand mixes with bentonite slurry. Herein, the pressure infiltration of the saturated sand by the bentonite–sand slurry is modeled to describe the slurry and companion-water flows during the mud spurt period. A maximum infiltration-depth prediction model is also implemented, based on the principles of particle deep-bed filtration. The model closely matches experimental results for a slurry with a low sand-to-bentonite mass ratio, but tends to overestimate the infiltration distance as the mass ratio increases. Furthermore, the prediction model reflects the continuous infiltration phenomenon associated with elevated sand concentrations in the slurry. When combined with the maximum-depth prediction model, the infiltration model strongly aligns with the experimental findings for the mud spurt period. The combined model effectively explains the bentonite–sand slurry infiltration mechanism and accurately predicts mud-spurt occurrences during SPB shield tunneling in sandy layers.