Innovative approaches for predicting seismic stability of circular and rectangular tunnels in cohesive-frictional soils using machine learning and finite element limit analysis-Reference-Cited by-同舟云学术

Innovative approaches for predicting seismic stability of circular and rectangular tunnels in cohesive-frictional soils using machine learning and finite element limit analysis

Published:2024-06-28 Issue:4 Volume:10 Page:5831-5849
ISSN:2363-6203
Container-title:Modeling Earth Systems and Environment
language:en
Short-container-title:Model. Earth Syst. Environ.

Author:

Tran Duy Tan,Kumar Divesh Ranjan,Keawsawasvong Suraparb^ORCID,Wipulanusat Warit,Jamsawang Pitthaya

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40808-024-02080-6.pdf

Reference58 articles.

1. Abbo AJ, Wilson DW, Sloan SW, Lyamin AV (2013) Undrained Stability of wide rectangular tunnels. Comput Geotech 53:46–59

2. Alzabeebee S, M-A-Alshkane Y, Keawsawasvong S (2023) New Model to predict bearing capacity of shallow foundations resting on Cohesionless Soil. Geotechnical and Geological Engineering

3. Alzabeebee S, Ismael B, Keawsawasvong S, Chavda J (2024) Finite element and evolutionary polynomial regression analyses of the effect of a cavity on the bearing capacity factor nc of strip footing. Model Earth Syst Environ 10(3):1–12

4. Assadi A, Sloan SW (1991) Undrained stability of shallow square tunnel. J Geotech Eng 117:1152–1173

5. Atkinson JH, Potts DM (1977) Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2):203–215

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