Finite element analysis of reinforced embankment foundation

DOI<103::AID-NAG959>3.0.CO;2-V 10.1002/(SICI)1096-9853(199902)23:2<103::AID-NAG959>3.0.CO;2-VzbMath0954.74537OpenAlexW2058727363MaRDI QIDQ4256760

K. G. Sharma, Amrusha Varadarajan, M. A. A. Aly

Publication date: 1 May 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199902)23:2<103::aid-nag959>3.0.co;2-v

zbMATH Keywords

shear strengthdrainage conditionscoupled formulationelastoplasticity theoryclay deposit

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Cites Work

• Visco-plasticity-plasticity and creep in elastic solids-a unified numerical solution approach

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