Required Supporting Lining Pressure for the Stability of a Rectangular Tunnel in Sloping Ground
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00313-2.pdf
Reference32 articles.
1. Abbo, A.J., Wilson, D.W., Sloan, S.W., Lyamin, A.V.: Undrained stability of wide rectangular tunnels. Comput. Geotech. 1(53), 46–59 (2013)
2. Assadi, A., Sloan, S.W.: Undrained stability of shallow square tunnel. J. Geotech. Eng. 117(8), 1152–1173 (1991)
3. Atkinson, J.H., Potts, D.M.: Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2), 203–215 (1977)
4. Banerjee, S.K., Chakraborty, D.: Stability of long circular tunnels in sloping ground. Geomech. Geoeng. 13(2), 104–114 (2018)
5. Broms, B.B., Bennermark, H.: Stability of clay at vertical opening. J. Soil Mech. Found. Div. 93(1), 71–94 (1967)
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