Assessing cutter-rock interaction during TBM tunnelling in granite: Large-scale standing rotary cutting tests and 3D DEM simulations-Reference-Cited by-同舟云学术

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Assessing cutter-rock interaction during TBM tunnelling in granite: Large-scale standing rotary cutting tests and 3D DEM simulations

Published:2024-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Huang Xin^ORCID,Tang Miaoyuan,Wang Shuaifeng^ORCID,Zhai Yixin,Zhuang Qianwei,Zhang Chi,Lei Qinghua^ORCID

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference77 articles.

1. Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation: a case study in Kozyatagi-Kadikoy metro tunnel, Turkey;Balci;Tunn. Undergr. Space Technol.,2009

2. Correlative study of linear small and full-scale rock cutting tests to select mechanized excavation machines;Balci;Int. J. Rock Mech. Min. Sci.,2007

3. Prediction of penetration per revolution in TBM tunneling as a function of intact rock and rock mass characteristics;Benato;Int. J. Rock Mech. Min. Sci.,2015

4. Development of a Rock Mass Boreability Index for the Performance of Tunnel Boring Machines;Cheema,1999

5. Evaluation of cutting efficiency during TBM disc cutter excavation within a Korean granitic rock using linear-cutting-machine testing and photogrammetric measurement;Cho;Tunn. Undergr. Space Technol.,2013

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