Open AccessNumerical research of horizontally weighted bases from hollow circular piles with the reduced step
Author(s) -
Светлана Ямаева,
Svetlana Yamaeva,
О. Л. Денисов,
О. Л. Денисов
Publication year - 2016
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.12737/19759
Subject(s) - foundation (evidence) , structural engineering , subgrade , work (physics) , numerical analysis , stress (linguistics) , computer simulation , finite element method , action (physics) , mechanics , mathematics , geometry , geotechnical engineering , geology , physics , engineering , mathematical analysis , mechanical engineering , linguistics , philosophy , archaeology , quantum mechanics , history
The results of numerical investigation of the stress-strain state of subgrade groups of hollow circular piles with diameters of less than three step under the action of horizontal loads. Shows the effect of pitch on piles move horizontally loaded the bases and a comparative analysis of the nature of their work with full-scale tests and numerical simulations. Pseudoplane used computational model of the foundation for the theory of local deformations and linearly deformable half.