ROCK TUNNELS | SQUEEZING GROUND
REFERENCES
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● Anagnostou, G. (2009b) ‘Pore pressure effects in tunneling through squeezing ground’. 2nd Int Conf on Computational Methods in Tunnelling. Ruhr University Bochum, Sep, 2009.
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● Anagnostou, G., Schuerch, R. & Perazzelli, P. (2018) ‘Lake mead intake no 3 tunnel—design considerations and construction experiences’. Geomech Tunn, 2018, 11:15–23.
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● Barla, G. (2001) ‘Tunnelling under squeezing rock conditions’. Euro- Summer School in Tunnel Mechanics, Innsbruck. Logos Verlag, Berlin, pp 169–268.
● Burger, W. (2023) Personal communication. ● Cantieni, L. & Anagnostou, G. (2009) ‘The effect of the stress path on squeezing behaviour in tunnelling’. Rock Mech Rock Eng (RMRE), (2009), 42:289– 318.
● Dassault Systèmes (2018) ABAQUS 2018 Theory manual. Dassault Systèmes Simulia Corp., Providence, RI, USA.
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● Leone, T., Nordas, A.N. & Anagnostou, G. (2023) Effects of creep on shield tunnelling through squeezing ground. RMRE.
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● Nagra (2023) Bautechnisches Dossier Standortvergleich. Nagra Arbeitsbericht NAB 23-01 (8 volumes, in German). Available at:
https://nagra.ch/downloads/arbeitsbericht-nab-23-01-2/
● Nordas, A.N., Brauchart, A., Anthi, M. & Anagnostou, G. (2023a) ‘Calibration method and material constants of an anisotropic, linearly elastic and perfectly plastic Mohr–Coulomb constitutive model for Opalinus Clay’. RMRE, (2023), Eng 57:3–25.
● Nordas, A.N., Natale, M., Anagnostou, G. & Cantieni, L. (2023b) ‘Study into the TBM jamming hazard in Opalinus Clay’. WTC 2023, Greece.
● Nordas, A.N., Leone, T. & Anagnostou, G. (2024) ‘Is a large TBM diameter unfavourable under squeezing conditions? WTC 2024, April 2024, Shenzhen, China.
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● Vogelhuber, M. (2007) ‘Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine’. Ph.D. thesis, ETH, Switzerland.
● Vrakas, A. & Anagnostou, G. (2015) ‘A simple equation for obtaining finite strain solutions from small strain analyses of tunnels with very large convergences’. Géotechnique, 2015, 65(11):936–944.
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