中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A strength-based clogging risk assessment strategy for mechanized tunneling

文献类型:期刊论文

作者Zhu, Hanbiao9,10; Wang, Shuying8,10; Liu, Pengfei6,7; Feng, Huanhuan5; Qu, Tongming4; Sun, Hemei1,2,3,8; Yan, Di9,10
刊名BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
出版日期2025-04-01
卷号84期号:4页码:18
关键词EPB shield tunnel Soil clogging Tangential Adhesion strength Shear strength Dispersant Strength-based clogging risk assessment
ISSN号1435-9529
DOI10.1007/s10064-025-04198-y
英文摘要The adhesion strength of muck is a crucial factor influencing Earth Pressure Balance (EPB) shield clogging, but this perspective overlooks the role of muck's shear strength. Therefore, it is crucial to comprehensively evaluate the risk of shield clogging based on muck strength. Adhesion strength and triaxial tests were conducted on the moderately weathered mudstone muck using a rotary shear apparatus and a soil-shape-controlled triaxial device. This work explores the relationship between tangential adhesion strength (referred to as adhesion strength) and shear strength of moderately weathered mudstone muck. The adhesion strength and the shear strength exhibited similar variation patterns. As the consistency index increased, the adhesion strength of the muck gradually rose. The interfacial friction angle increased, while the interfacial adhesion force initially rose before declining. The adhesion and shear strengths of muck can be assessed by integrating the effects of stratigraphic stress. When the adhesion strength surpasses the shear strength, the shield faces a risk of muck adhesion. Building on this insight, a strength-based clogging risk assessment strategy for mechanized tunneling was proposed. Field tests demonstrated that the risk assessment strategy effectively evaluated the potential for shield clogging both before and after dispersant treatment, thereby ensuring the safety and efficiency of shield tunneling. Moreover, recognizing the influence of temperature, consolidation, and critical shear strength on the potential for shield clogging, the authors will continue to focus on these factors in future work.
资助项目National Natural Science Foundation of China[51778637] ; National Natural Science Foundation of China[52022112] ; National Natural Science Foundation of China[2022M723536] ; China Postdoctoral Science Foundation[2022ZZTS0689] ; Fundamental Research Funds for the Central Universities of the Central South University
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:001444710200001
出版者SPRINGER HEIDELBERG
源URL[http://119.78.100.198/handle/2S6PX9GI/36378]  
专题中科院武汉岩土力学所
通讯作者Wang, Shuying
作者单位1.Hunan Univ, Key Lab Bldg Safety & Energy Efficiency, Minist Educ, Changsha 410082, Peoples R China
2.Hunan Univ, Res Ctr Underground Space Adv Technol, Changsha 410082, Peoples R China
3.Hunan Univ, Dept Civil Engn, Changsha 410082, Peoples R China
4.Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Clearwater Bay, Hong Kong, Peoples R China
5.China Railway Tunnel Grp Co Ltd, Guangzhou 511458, Guangdong, Peoples R China
6.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430061, Hubei, Peoples R China
7.CCCC Second Harbor Engn Co Ltd, Wuhan 430012, Hubei, Peoples R China
8.Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
9.Cent South Univ, Tunnel & Underground Engn Res Ctr, Changsha 410075, Peoples R China
10.Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
推荐引用方式
GB/T 7714
Zhu, Hanbiao,Wang, Shuying,Liu, Pengfei,et al. A strength-based clogging risk assessment strategy for mechanized tunneling[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2025,84(4):18.
APA Zhu, Hanbiao.,Wang, Shuying.,Liu, Pengfei.,Feng, Huanhuan.,Qu, Tongming.,...&Yan, Di.(2025).A strength-based clogging risk assessment strategy for mechanized tunneling.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,84(4),18.
MLA Zhu, Hanbiao,et al."A strength-based clogging risk assessment strategy for mechanized tunneling".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 84.4(2025):18.

入库方式: OAI收割

来源:武汉岩土力学研究所

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