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Erschienen in: Rock Mechanics and Rock Engineering 3/2018

21.12.2017 | Technical Note

Study on the Influence of Different Control Modes on TBM Disc Cutter Performance by Rotary Cutting Tests

verfasst von: Xingxin Peng, Quansheng Liu, Yucong Pan, Guangfeng Lei, Lai Wei, Ciyou Luo

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2018

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Excerpt

With the rapid development of China’s economy, more and more underground openings in complex grounds are being constructed or planned, e.g. transportation, mining and hydro-power plant tunnels in mixed grounds or under high in situ stress. Therefore, for the advantages of higher advance rate and construction safety, lower cost and environmental disturbance over the conventional methods, the tunnel boring machine (TBM) tunnelling method is widely used in recent years as a highly automatic mechanized excavation technique. Substantial amount of studies have been carried out to investigate the problems concerning the TBM design and the performance prediction in the last 40 years, mainly including theoretical, numerical, laboratory, and field studies. In theoretical studies, researchers have developed many models to predict disc cutter cutting forces by assuming different rock cutting mechanisms (Roxborough and Phillips 1975; Bilgin 1977; Ozdemir et al. 1977; Sanio 1985; Rostami and Ozdemir 1993;Rostami 1997; Tumac and Balci 2015). In numerical studies, researchers have conducted many rock indentation and cutting modelling tests to capture the rock cutting process and patterns (Liu et al. 2002; Gong et al. 2006; Cho et al. 2010; Ma et al. 2011; Moon and Oh 2012; Geng et al. 2016; Carlos et al. 2017; Xiao et al. 2017). In laboratory studies, researchers have performed many rock indentation and cutting tests to investigate the performance of disc cutter in different rock types and cutting conditions (Gertsch et al. 2007; Balci and Tumac 2012; Cho et al. 2013; Rostami 2013; Yin et al. 2014a; Geng et al. 2016; Liu et al. 2016; Ma et al. 2016). In field studies, researchers have employed the in situ excavation data to study the penetration rate, advance rate, cutter wear and specific measures in different geological conditions (Ribacchi and Fazio 2005; Gong and Zhao 2009; Hassanpour et al. 2010, 2011; Yin et al. 2014b; Liu et al. 2017a, b). …

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Literatur
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Zurück zum Zitat Commission on Engineering and Technical Systems of USA (1984) Geotechnical site investigation for underground projects, vols. 1, 2, p 182 Commission on Engineering and Technical Systems of USA (1984) Geotechnical site investigation for underground projects, vols. 1, 2, p 182
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Zurück zum Zitat Gong QM (2005) Development of a rock mass characteristics model for TBM penetration rate prediction. Ph.D. Thesis. School of Civil and Environmental Enginering, Nanyang Technological University, Singapore Gong QM (2005) Development of a rock mass characteristics model for TBM penetration rate prediction. Ph.D. Thesis. School of Civil and Environmental Enginering, Nanyang Technological University, Singapore
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Zurück zum Zitat Rostami J (1997) Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushedzone pressure. Ph.D. Thesis. Colorado School of Mines, Golden, USA Rostami J (1997) Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushedzone pressure. Ph.D. Thesis. Colorado School of Mines, Golden, USA
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Metadaten
Titel
Study on the Influence of Different Control Modes on TBM Disc Cutter Performance by Rotary Cutting Tests
verfasst von
Xingxin Peng
Quansheng Liu
Yucong Pan
Guangfeng Lei
Lai Wei
Ciyou Luo
Publikationsdatum
21.12.2017
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2018
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1368-y

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