Use of a bounding surface model in predicting element tests and capacity in boundary value problems

نویسندگان

چکیده

The paper examines the merit of a bounding surface plasticity model at both element and system level. governing equations are based essentially on parent reported by Dafalias Manzari in 2004 with some simple yet practical changes to enable realistic predictions for monotonic loading along different load paths. This is achieved scaling influence state parameter normalised measure anisotropy, thus leading suitable change dilatancy plastic modulus directions. presents optimisation technique calibrating parameters, providing an objective approach reduce uncertainties determination that leads good agreement responses measured drained undrained triaxial tests. has also been implemented boundary value problem buried circular plate anchor footing. Comparisons simulated those centrifuge tests demonstrate potential model, whilst pointing challenges capturing global response all strain levels, even rather problems.

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ژورنال

عنوان ژورنال: Canadian Geotechnical Journal

سال: 2021

ISSN: ['1208-6010', '0008-3674']

DOI: https://doi.org/10.1139/cgj-2019-0841