Evaluation of Drained Stability of Active and Passive Trapdoors for Horizontal and Inclined Soil Bed using Finite Element Limit Analysis
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/s40515-023-00336-9.pdf
Reference22 articles.
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2. Atkinson, J.H., Mair, R.J.: Soil mechanics aspects of soft ground tunnelling. Ground Eng. 14(5), 20–28 (1981)
3. Broms, B.B., Bennermark, H.: Stability of clay at vertical opening. J. Soil Mech. Found. Div. 93(1), 71–94 (1967)
4. Chen, R.P., Song, X., Meng, F.Y., Wu, H.N., Lin, X.T.: Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect. Comput. Geotech. 141(1), 104492 (2022)
5. Costa, Y.D.J., Zornberg, J.G., Bueno, B.D.S., Costa, C.M.L.: Failure mechanisms in sand over a deep active trapdoor. J. Geotech. Geoenviron. Eng. 135, 1741–1753 (2009). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000134
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