Experimental study on adhesion reduction at the clay-metal interface through chemical conditioners and electro-osmosis synergetic conditioning in EPB shield tunneling

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xin Wang , Chao Yuan , Shuchen Li , Peiquan Ding , Yi Chen
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引用次数: 0

Abstract

When Earth Pressure Balance shield tunneling passes through cohesive strata, excavation efficiency is often significantly reduced due to issues such as cutter head adhesion, mud cake formation and chamber clogging. Traditional mechanical methods have proven ineffective in mitigating cutterhead adhesion. This study proposes a synergistic adhesion-reduction method combining anti-clay agents and electro-osmosis. The adhesion reduction and desorption mechanisms were systematically investigated through tilted plate test, Atterberg limits measurements, zeta potential test and microstructural analysis. The efficacy and intrinsic mechanisms of adhesion reduction and desorption under single chemical conditioning, single electro-osmosis and their synergistic conditioning were evaluated across varying bentonite contents, water contents, and voltage levels. The results showed that when using single anti-clay agent conditioning, although soil aggregation can be effectively reduced, adhesion at the clay-metal interface cannot be adequately addressed. With single electro-osmosis conditioning, when the threshold conditions of water content > 35 % and voltage > 5 V are met, effective adhesion reduction and desorption at the interface can be achieved. Moreover, higher bentonite content leads to longer mud cake slip-off time. Under chemical-electric synergetic conditioning, the water content threshold decreases to 30 % and the voltage threshold to 3 V, with slip-off time shortened to one-fifth of that under single electro-osmosis, greatly improving efficiency. For soil samples with varying bentonite contents, the patterns of single electro-osmosis and chemical-electric synergetic conditioning are generally consistent: mud cake slip-off time significantly decreases with increasing voltage and water content, exhibiting a distinct three-stage variation. Compared to single anti-clay agent or electro-osmosis conditioning, chemical-electric synergetic conditioning achieves superior adhesion reduction. These findings provide novel insights for resolving adhesion and clogging issues in cohesive strata.
化学调理剂和电渗透协同调理剂对EPB盾构隧道中粘土-金属界面黏附降低的实验研究
土压平衡盾构隧道在粘结性地层中开挖时,由于刀盘粘连、泥饼形成、硐室堵塞等问题,往往会显著降低开挖效率。传统的机械方法已被证明在减轻刀盘粘连方面是无效的。本研究提出了一种防粘剂与电渗透相结合的协同减粘方法。通过倾斜板试验、Atterberg极限测量、zeta电位测试和显微组织分析,系统地研究了吸附减少和解吸机理。在不同的膨润土含量、含水量和电压水平下,对单一化学条件、单一电渗透及其协同条件下的粘附还原和解吸效果和内在机制进行了评估。结果表明,当使用单一抗粘剂时,虽然能有效降低土壤团聚,但不能充分解决粘土-金属界面的粘附问题。采用单次电渗透调节,当满足含水率35%、电压5v的阈值条件时,可在界面处实现有效的减粘解吸。膨润土含量越高,泥饼脱脱时间越长。在化学-电协同作用下,水阈值降至30%,电压阈值降至3v,滑脱时间缩短至单电渗透的五分之一,大大提高了效率。对于不同膨润土含量的土样,单电渗透和化学-电协同调节的模式基本一致:随着电压和含水量的增加,泥饼滑脱时间显著减少,呈现明显的三段式变化。与单一防粘剂或电渗透调理相比,化学-电协同调理效果更好。这些发现为解决黏结地层的黏附和堵塞问题提供了新的见解。
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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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