Probabilistic Analysis of the Seismic Bearing Capacity of Strip Footings Using RAFELA and MARS
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02857-7.pdf
Reference72 articles.
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2. Ali A, Lyamin A, Huang J, Sloan SW, Cassidy M (2017b) Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. Comput Geotech 84:16–27. https://doi.org/10.1016/j.compgeo.2016.11.013
3. Ali A, Lyamin A, Huang J, Sloan SW, Cassidy M (2017c) Undrained stability of an unlined square tunnel in spatially random soil. Geo-Risk 2017:507–517
4. Beygi M, Keshavarz A, Abbaspour M, Vali R, Saberian M, Li J (2022a) Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil. Geomech Geoeng 17(1):246–259
5. Beygi M, Vali R, Keshavarz A (2022b) Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis. Geomech Geoeng 17(2):485–498
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