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A platform for research: civil engineering, architecture and urbanism
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. (author)
2005
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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