Analysis Of The Ultimate Bearing Capacity Of A Single Pile In Granular Soils
Author(s)
F. Kirzhner & G. Rosenhouse
Abstract
Analysis of the ultimate bearing capacity of a
single pile in granular soils
F. Kirzhner and G. Rosenhouse
Faculty of Civil Engineering - Technion, Haifa, Israel
Abstract
The bearing capacity of a single pile in granular soil was analyzed piles under
vertical loads in the study of the mechanism of shaft friction. The effect of the
deformation modulus on the bearing capacity of the single pile in granular
materials, and especially in sand, was examined. By using the FLAG program
for the finite element analysis it was possible to predict quite accurately the load
capacity and load deformation behavior of the pile, for both rigid and
deformable piles. The specific results have shown that bearing capacity of the
pile changes from 860 to 1025 tones while the field-loading test reached the
point 900 tones. The influence of the load on development of stress and
displacement fields around the pile was examined as well. A review of current
theories for piles in granular soils, pract
Keywords
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