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Deformation analysis of loess foundation beds with allowance for elastoplastic properties of the soil
Abstract Design algorithms and software have been developed to determine the stress-strain state (SSS) in wettable loess beds beneath foundations with various planforms. The finite-element method, numerical methods, and modern computer techniques are employed. Results of numerical experiments are compared with data derived from large-scale field tests.
Deformation analysis of loess foundation beds with allowance for elastoplastic properties of the soil
Abstract Design algorithms and software have been developed to determine the stress-strain state (SSS) in wettable loess beds beneath foundations with various planforms. The finite-element method, numerical methods, and modern computer techniques are employed. Results of numerical experiments are compared with data derived from large-scale field tests.
Deformation analysis of loess foundation beds with allowance for elastoplastic properties of the soil
Dezhina, I. Yu. (Autor:in)
2005
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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