Calculation method for the formation time of dynamic filter cake in slurry shield tunneling

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL
Yinzun Yang, Dajun Yuan, Changyan Du, Dalong Jin, Jun Hao
{"title":"Calculation method for the formation time of dynamic filter cake in slurry shield tunneling","authors":"Yinzun Yang, Dajun Yuan, Changyan Du, Dalong Jin, Jun Hao","doi":"10.1007/s11709-024-1108-9","DOIUrl":null,"url":null,"abstract":"<p>In slurry shield tunneling, the stability of tunnel face is closely related to the filter cake. The cutting of the cutterhead has negative impact on the formation of filter cake. This study focuses on the formation time of dynamic filter cake considering the filtration effect and rotation of cutterhead. Filtration effect is the key factor for slurry infiltration. A multilayer slurry infiltration experiment system is designed to investigate the variation of filtrate rheological property in infiltration process. Slurry mass concentration <i>C</i><sub>L</sub>, soil permeability coefficient <i>k</i>, the particle diameter ratio between soil equivalent grain size and representative diameter of slurry particles <i>d</i><sub>10</sub>/<i>D</i><sub>85</sub> are selected as independent design variables to fit the computational formula of filtration coefficient. Based on the relative relation between the mass of deposited particles in soil pores and infiltration time, a mathematical model for calculating the formation time of dynamic filter cake is proposed by combining the formation criteria and formation rate of external filter cake. The accuracy of the proposed model is verified through existing experiment data. Analysis results show that filtration coefficient is positively correlated with slurry mass concentration, while negatively correlated with the soil permeability coefficient and the particle diameter ratio between soil and slurry. As infiltration distance increases, the adsorption capacity of soil skeleton to slurry particles gradually decreases. The formation time of external filter cake is significantly lower than internal filter cake and the ratio is approximately 3.9. Under the dynamic cutting of the cutterhead, the formation time is positively associated with the rotation speed of cutter head, while negatively with the phase angle difference between adjacent cutter arm. The formation rate of external filter cake is greater than 98% when <i>d</i><sub>10</sub>/<i>D</i><sub>85</sub> ⩽ 6.1. Properly increasing the content or decreasing the diameter size of solid-phase particles in slurry can promote the formation of filter cake.</p>","PeriodicalId":12476,"journal":{"name":"Frontiers of Structural and Civil Engineering","volume":"75 1","pages":""},"PeriodicalIF":2.9000,"publicationDate":"2024-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Frontiers of Structural and Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11709-024-1108-9","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

In slurry shield tunneling, the stability of tunnel face is closely related to the filter cake. The cutting of the cutterhead has negative impact on the formation of filter cake. This study focuses on the formation time of dynamic filter cake considering the filtration effect and rotation of cutterhead. Filtration effect is the key factor for slurry infiltration. A multilayer slurry infiltration experiment system is designed to investigate the variation of filtrate rheological property in infiltration process. Slurry mass concentration CL, soil permeability coefficient k, the particle diameter ratio between soil equivalent grain size and representative diameter of slurry particles d10/D85 are selected as independent design variables to fit the computational formula of filtration coefficient. Based on the relative relation between the mass of deposited particles in soil pores and infiltration time, a mathematical model for calculating the formation time of dynamic filter cake is proposed by combining the formation criteria and formation rate of external filter cake. The accuracy of the proposed model is verified through existing experiment data. Analysis results show that filtration coefficient is positively correlated with slurry mass concentration, while negatively correlated with the soil permeability coefficient and the particle diameter ratio between soil and slurry. As infiltration distance increases, the adsorption capacity of soil skeleton to slurry particles gradually decreases. The formation time of external filter cake is significantly lower than internal filter cake and the ratio is approximately 3.9. Under the dynamic cutting of the cutterhead, the formation time is positively associated with the rotation speed of cutter head, while negatively with the phase angle difference between adjacent cutter arm. The formation rate of external filter cake is greater than 98% when d10/D85 ⩽ 6.1. Properly increasing the content or decreasing the diameter size of solid-phase particles in slurry can promote the formation of filter cake.

泥浆盾构隧道动态滤饼形成时间的计算方法
在泥浆盾构掘进中,掘进面的稳定性与滤饼密切相关。刀盘的切削对滤饼的形成有负面影响。考虑到过滤效果和刀盘旋转,本研究重点关注动态滤饼的形成时间。过滤效果是泥浆渗透的关键因素。设计了多层泥浆渗透实验系统,以研究渗透过程中滤液流变特性的变化。选择泥浆质量浓度 CL、土壤渗透系数 k、土壤等效粒径与泥浆颗粒代表直径 d10/D85 之间的粒径比作为独立设计变量,以拟合过滤系数的计算公式。根据土壤孔隙中沉积颗粒质量与渗透时间的相对关系,结合外滤饼的形成标准和形成速率,提出了动态滤饼形成时间的计算数学模型。通过现有的实验数据验证了所提模型的准确性。分析结果表明,过滤系数与泥浆质量浓度呈正相关,而与土壤渗透系数和土壤与泥浆的颗粒直径比呈负相关。随着渗透距离的增加,土壤骨架对泥浆颗粒的吸附能力逐渐降低。外滤饼的形成时间明显低于内滤饼,两者之比约为 3.9。在刀头动态切割的情况下,滤饼形成时间与刀头转速呈正相关,而与相邻刀臂的相位角差呈负相关。当 d10/D85 ⩽ 6.1 时,外滤饼的形成率大于 98%。适当增加浆料中固相颗粒的含量或减小固相颗粒的直径尺寸可促进滤饼的形成。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信