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

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-08-05 DOI:10.1016/j.tust.2024.106003
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Abstract

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.

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挖掘出的含沙泥浆渗入饱和砂的机理与模型制作
在砂层中进行泥浆压力平衡(SPB)盾构掘进时,挖掘出的砂与膨润土泥浆混合。在此,我们建立了膨润土-砂浆对饱和砂的压力渗透模型,以描述泥浆喷涌期间的泥浆和伴生水流。根据颗粒深床过滤原理,还建立了最大渗透深度预测模型。该模型与低砂膨润土质量比泥浆的实验结果非常吻合,但随着质量比的增加,往往会高估渗透距离。此外,该预测模型还反映了与泥浆中砂浓度升高有关的连续渗透现象。当与最大深度预测模型相结合时,渗透模型与泥浆喷涌期的实验结果非常吻合。该组合模型有效解释了膨润土-砂浆渗透机制,并准确预测了在砂层中进行 SPB 盾构掘进时的泥浆喷涌现象。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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