Equivalent deformation modulus of sandy pebble soil -- mathematical derivation and numerical simulation

DOI10.3934/mbe.2019137zbMath1505.74152OpenAlexW2926667157WikidataQ92346989 ScholiaQ92346989MaRDI QIDQ2091931

Xiaowei Ouyang, Yu Wang, Jizhi Huang, Guoyuan Xu

Publication date: 2 November 2022

Published in: Mathematical Biosciences and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.3934/mbe.2019137

zbMATH Keywords

representative volume elementconstitutive equationfinite element simulationstrain uniformitystress uniformity

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Effective constitutive equations in solid mechanics (74Q15) Soil and rock mechanics (74L10)

Related Items (1)

Lagged settlement in sandy cobble strata and earth pressure on shield tunnel

Cites Work

• Unnamed Item
• A variational approach to the theory of the elastic behaviour of multiphase materials
• Internal residual stresses in heterogeneous solids -- a statistical theory for particulate composites
• On the solution of an elliptical inhomogeneity in plane elasticity by the equivalent inclusion method
• The determination of the elastic field of an ellipsoidal inclusion, and related problems
• The elastic field outside an ellipsoidal inclusion

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