The Impact of Excess Pore Pressure on the Support Stability of a Shield When Tunnelling in Sand Stratum
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0686-5.pdf
Reference25 articles.
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2. Broere W (2015) On the face support of microtunnelling TBMs. Tunnelling and Underground Space Technology 46:12–17, DOI: https://doi.org/10.1016/j.tust.2014.09.015
3. Chen RP, Qi LZ, Tang LJ (2013) Study of limit support pressure of excavation face’s passive failure of shield tunnels in sand stratum. Chinese Journal of Rock Mechanics and Engineering 32(S1):2877–2882, DOI: https://doi.org/10.3969/j.issn.1000-6915.2013.z1.039 (in Chinese)
4. Chen RP, Tang LJ, Yin XS (2015) An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils. Acta Geotechnica 10(5):683–692, DOI: https://doi.org/10.1007/s11440-014-0304-5
5. Cheng WC, Ni JC, Arulrajah A, Huang HW (2018) A simple approach for characterising tunnel bore conditions based upon pipe-jacking data. Tunnelling and Underground Space Technology 71:494–504, DOI: https://doi.org/10.1016/j.tust.2017.10.002
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