Simulation of screening characterization of double-deck vibrating screen of slurry TBM tunnelling using integrated CFD-DEM-FEM

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-04-01 Epub Date: 2025-01-21 DOI:10.1016/j.tust.2025.106399
Yidong Guo , Yingran Fang , Xinggao Li , Dalong Jin , Hongzhi Liu
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Abstract

To evaluate and optimize the screening characterization of double-deck vibrating screen of slurry TBM tunnelling, a three-dimensional (3D) coupled model of vibrating screen was established based on an integrated CFD-DEM-FEM method in this paper. The transport characteristics of particles and the fluidity of slurry were revealed, and the kinetic response of the screen surfaces was comprehensively analyzed. The results indicated that the particles were evenly distributed on the screen surface, and the velocity of the particles shows a trend of a steady increase in velocity from 0 m/s to 5 m/s. The coarse screen experienced impact forces up to 90 times greater than those on the fine screen, influenced by particle bed formation and collision dynamics, which reduced direct loads on the screen surface. Screening efficiencies of coarse and fine screens stabilized at approximately 61 % and 73 %, with coarse screens exhibiting greater efficiency fluctuations due to the particle size distribution and collisions. The stress and deformation primairly concentrate in the middle position of the screen surface near the feed and discharge ends, highlighting the need for structural reinforcements to enhance strength and stiffness. Lastly, the optimization schemes for each parameters were proposed, and applied to the slurry TBM tunnelling of Qingdao Jiaozhou Bay Second Undersea Tunnel. The findings in this work provide references and suggestions on the efficient operation of double-deck vibrating screen for slurry TBM tunnelling.
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基于CFD-DEM-FEM的浆式隧道掘进机双层振动筛筛分特性模拟
为了评价和优化浆体TBM隧道掘进双层振动筛的筛分特性,基于CFD-DEM-FEM集成方法建立了振动筛的三维耦合模型。揭示了颗粒的输运特性和料浆的流动性,并对筛面动力学响应进行了综合分析。结果表明:颗粒在筛网表面分布均匀,颗粒的速度从0 m/s到5 m/s呈稳定增加的趋势;受颗粒床形成和碰撞动力学的影响,粗筛承受的冲击力是细筛的90倍,从而减少了筛面直接载荷。粗筛和细筛的筛分效率稳定在约61%和73%,粗筛由于粒度分布和碰撞而表现出更大的效率波动。应力和变形主要集中在靠近进料端和出料端筛网表面的中间位置,突出表明需要进行结构加固以提高强度和刚度。最后,提出了各参数的优化方案,并应用于青岛胶州湾第二海底隧道浆式TBM掘进工程。研究结果可为浆式隧道掘进机双层振动筛的高效运行提供参考和建议。
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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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