Influence of the form and size of the isolated foundations on the stress-strain state of the soil base

Alexey Glushkov; Leonid Bartolomey; Vyacheslav Glushkov

doi:10.5937/jaes14-9136

Alexey Glushkov Volga State University of Technology
Leonid Bartolomey Volga State University of Technology
Vyacheslav Glushkov Volga State University of Technology

DOI: https://doi.org/10.5937/jaes14-9136

Keywords: scale factor, stress-strain analysis, three rayed, cross-shaped, cruciform, foundation form,

Abstract

This article reviews the investigations of the stress-strain state of the foundation bed under the variously shaped footings. The foundation basis is featured by cohesive and non-cohesive soil. Construction regulations do not allow to estimate the stress-strain state of bases with the complex shape of the bed.

The article presents qualitative and quantitative stress-strain state changes of shape modification of the drawings. Research indicates the behavior of soil under the complex form foundation, components of displacements and stress isolines are also presented. А special attention is given to the assessment of the scale factor influence on the stress-strain state in the basis of the cross-shaped foundation.

This article seems to be interesting to those who work in the field of building construction and geotechnics engineering.

References

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