Evaluating the impact of eccentric loading on strip footing above horseshoe tunnels in rock mass using adaptive finite element limit analysis and machine learning
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12145-024-01380-w.pdf
Reference55 articles.
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3. Atkinson JH, Potts DM (1987) Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2):203–215
4. Baus RL, Wang MC (1983) Bearing capacity of strip footing above void. J Geotech Eng 109(1):1–14. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:1(1)
5. Chauhan VB, Kumar P, Keawsawasvong S (2022) Limit analysis solution for ultimate bearing capacity of footing resting on the rock mass with a circular void subjected to line loading. Indian Geotech J 1–14. https://doi.org/10.1007/s40098-022-00676-2
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