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Calculation of stability of building basement that interacts with soils of the anisotropic structure

Baimakhan Aigerim Rysbekkyzy  (PhD doctoral candidate Kazakh national university named after Al – Farabi )

Aliyeva Ayzhamal Madiyevna  (Candidate of Technical Sciences, associate professor Aktyubinsk university of Saktagan Baishev )

Rysbayeva Ayman Kaliyevna  (Candidate of Technical Sciences, associate professor Kazakh head Academy of construction and architecture )

Baimakhan Rysbek Baimakhanuly  (Doctor of technical sciences, Professor Kazakh state women's pedagogical university )

This paper researches trends and rules of formation of the tension concentrations along the perimeter of the basement of the ground floor, which interacts with soils of anisotropic structure. The work suggests calculation mechanical model to account for anisotropy of the ground base for the system defined as "building-basement-ground". The diagrams of normal to perimeter tangential and tangent components of tension are analyzed. We come to a conclusion that when studying the stability of soil base of anisotropic structure in this exercise, we reveal further reserves of bearing capacity of elements of the foundation.

Keywords:anisotropy, primer, foundation, foundation, method.
 

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Citation link:
Baimakhan A. R., Aliyeva A. M., Rysbayeva A. K., Baimakhan R. B. Calculation of stability of building basement that interacts with soils of the anisotropic structure // Современная наука: актуальные проблемы теории и практики. Серия: Естественные и Технические Науки. -2016. -№05. -С. 31-34
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