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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.Keywords
stress-strain analysis
three rayed
cross-shaped
cruciform
foundation form
References
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Glushkov, A.V., Glushkov, V. E. Useful model patent No. 108053 (2011) "The cross-shaped foundation with the ledge on the foundation base", Moscow: Rospatent.
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