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

Istrazivanja i projektovanja za privredu

卷:14

Adolfovich Bartolomey Leonid¹  Vyacheslavovich Glushkov Alexey¹ 

[1] Volga State University of Technology, Russia;

关键词: foundation form;    cruciform;    cross-shaped;    three rayed;    stress-strain analysis;    scale factor;   

DOI  :  

来源: DOAJ

【 摘 要 】

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. A 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 construc-tion and geotech- nics engineering.

【 授权许可】

Unknown