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Solution of the combined axisymmetric problem of the theory of elasticity and plasticity by the finite-element method
Conclusions 1. The program that we have developed makes it possible to solve axisymmetric problems of soil mechanics in the elastoplastic statement. 2. The model that we have implemented is rather universal and reflects the characteristic features of the plastic deformation of soils of medium density within basic boundaries.
Solution of the combined axisymmetric problem of the theory of elasticity and plasticity by the finite-element method
Conclusions 1. The program that we have developed makes it possible to solve axisymmetric problems of soil mechanics in the elastoplastic statement. 2. The model that we have implemented is rather universal and reflects the characteristic features of the plastic deformation of soils of medium density within basic boundaries.
Solution of the combined axisymmetric problem of the theory of elasticity and plasticity by the finite-element method
Fadeev, A. B. (author) / Preger, A. L. (author)
1984
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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