Seismic Bearing Capacity of Strip Footings with Modified Pseudo-dynamic Method
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-2479-0.pdf
Reference43 articles.
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2. Anyaegbunam AJ (2015) Nonlinear power-type failure laws for geomaterials: Synthesis from triaxial data, properties, and applications. International Journal of Geomechanics 15(1):04014036, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000348
3. Baker R (2004) Nonlinear Mohr envelopes based on triaxial data. Journal of Geotechnical and Geoenvironmental Engineering 130(5):498–506, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(498)
4. Bellezza I (2014) A new pseudo-dynamic approach for seismic active soil thrust. Geotechnical and Geological Engineering 32:561–576, DOI: https://doi.org/10.1007/s10706-014-9734-y
5. Beygi M, Vali R, Keshavarz A (2022) Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis. Geomechanics and Geoengineering 17(2):485–498, DOI: https://doi.org/10.1080/17486025.2020.1794058
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