Bearing capacity factors of cone‐shaped footing in meshfree

نویسندگان

چکیده

Abstract Unlike the flat base foundations, determination of bearing resistance cone‐shaped footing in finite element analysis (FEA) might not be carried out without considering interface model. In addition, simulations FEA is hardly achieved with a large system due to assembly technique. So, alternative should considered. Therefore, this paper proposes new method for computing , and factors capacity rough smooth foundations by combining skew boundary condition as model incorporated viscoplastic strain method‐based meshfree obeying yield equation Mohr‐Coulomb (MC). Thus, can determined exclusively reported reach close agreement published data; nevertheless, discrepancies are also provided. The plastic flow soil mechanics discussed thoroughly. effects friction angle (ϕ) (β) on inspected systematically. Accordingly, conservation Terzaghi's superposition assumption confirmed, factor charts established various combinations 5 o – 45 30 180 . it may conclude that results produced these techniques themselves applied confidently solving geotechnical problems, especially soil.

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ژورنال

عنوان ژورنال: International Journal for Numerical and Analytical Methods in Geomechanics

سال: 2022

ISSN: ['1096-9853', '0363-9061']

DOI: https://doi.org/10.1002/nag.3469