Effects of Jointed Rock Mass and Mixed Ground Conditions on the Cutting Efficiency and Cutter Wear of Tunnel Boring Machine-Reference-Cited by-同舟云学术

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Effects of Jointed Rock Mass and Mixed Ground Conditions on the Cutting Efficiency and Cutter Wear of Tunnel Boring Machine

Published:2018-11-21 Issue:5 Volume:52 Page:1303-1313
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhao Yanru,Yang Haiqing^ORCID,Chen Zhongkui,Chen Xiangsheng,Huang Liping,Liu Shuya

Funder

key laboratory of tunneling engineering Southwestern Jiaotong University

Shenzhen Science and Technology Innovation Commission

National Basic Research Program of China

Natural Science Fund of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-018-1667-y.pdf

Reference22 articles.

1. Bejari H, Hamidi KJ (2013) Simultaneous effects of joint spacing and orientation on TBM cutting efficiency in jointed rock masses. Rock Mech Rock Eng 46:897–907

2. Bruland A (1998) Hard rock tunnel boring. Ph.D. thesis, Norwegian University of Science and Technology

3. Choi SO, Lee SJ (2016) Numerical study to estimate the cutting power on a disc cutter in jointed rock mass. KSCE J Civ Eng 20(1):440–451

4. Exadaktylos G, Stavropoulou M, Xiroudakis G, Broissia MD, Schwarz H (2008) A spatial estimation model for continuous rock mass characterization from the specific energy of a TBM. Rock Mech Rock Eng 41:797–843

5. Gehring K (1995) Performance and cutter-wear prediction for tunnel boring machines. Felsbau 13(6):439–448

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