Open AccessThe simplex piles bearing capacity
Author(s) -
Леонид Михайлович Борозенец,
Ekaterina Ushakova
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/698/2/022057
Subject(s) - bearing capacity , pile , geotechnical engineering , relevance (law) , engineering , bearing (navigation) , field (mathematics) , shallow foundation , foundation (evidence) , structural engineering , civil engineering , geology , computer science , mathematics , geography , archaeology , artificial intelligence , political science , pure mathematics , law
The results of innovative achievements in the pre-stressed tubular-filled single-drilled piles-foundations construction field are presented. The integrated solution relevance of the scientific and technical problem of developing geotechnical engineering for the considered piles designing efficient structures is shown. For the first time, the physically maximum possible resource carrying capacity of the piles bases under investigation is realized. Geotechnical design of single-hole Simplex piles effective structures allows determining their design dimensions from the bases bearing capacity values equal to the values of critical loads on the pile.