The simplex piles bearing capacity

Abstract

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.