Comparison and correlation between the laboratory, semi-theoretical and empirical methods in predicting the field excavation performance of tunnel boring machine (TBM)
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01228-3.pdf
Reference52 articles.
1. Armaghani DJ, Mohamad ET, Narayanasamy MS, Narita N, Yagiz S (2017) Development of hybrid intelligent models for predicting TBM penetration rate in hard rock condition. Tunn Undergr Space Technol 63:29–43. https://doi.org/10.1016/j.tust.2016.12.009
2. Balci C (2009) 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 Tunn Undergr Space Technol 24(4):423–435. https://doi.org/10.1016/j.tust.2008.12.001
3. Balci C, Bilgin N (2007) Correlative study of linear small and full-scale rock cutting tests to select mechanized excavation machines. Int J Rock Mech Min Sci 44(3):468–476. https://doi.org/10.1016/j.ijrmms.2006.09.001
4. Balci C, Tumac D (2012) Investigation into the effects of different rocks on rock cuttability by a V-type disc cutter. Tunn Undergr Space Technol 30(4):183–193. https://doi.org/10.1016/j.tust.2012.02.018
5. Bilgin N, Algan M (2012) The performance of a TBM in a squeezing ground at Uluabat, Turkey. Tunn Undergr Space Technol 32:58–65. https://doi.org/10.1016/j.tust.2012.05.004
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