Modied Pseudo-Dynamic Bearing Capacity of Shallow Foundations Subjected to InclinedEccentric Combined Loading

Modiｦed Pseudo-Dynamic Bearing Capacity of Shallow Foundations Subjected to Inclined- Eccentric Combined Loading Maedeh Akhavan Tavakoli University of Guilan Hessam Fathipour University of Guilan Meghdad Payan University of Guilan Reza Jamshidi Chenari ( [email protected] ) University of Guilan https://orcid.org/0000-0002-7950-322X Hadi Ahmadi University of Guilan Research Article Keywords: Bearing capacity, Modiｦed pseudo-dynamic, Combined loading, Lower bound, Finite element limit analysis (FELA), Second-order cone programming (SOCP) Posted Date: January 28th, 2022 DOI: https://doi.org/10.21203/rs.3.rs-1281541/v1 License: This work is licensed under a Creative Commons Attribution 4.0 International License. Read Full License

Modied Pseudo-Dynamic Bearing Capacity of Shallow Foundations Subjected to InclinedEccentric Combined Loading

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bearing capacity

modied pseudodynamic

combined loading

lower bound

finite element limit

secondorder cone programming