OF THE STRESS-STRAIN STATE OF THE SOIL FOUNDATIONS PILE FOUNDATION

Abstract

The use of step-up ratio, which is introduced in the calculation of the work of compression and
deformation forming and allow for the effect of soil compaction zones slaughtered before the other piles
in pile group that slaughtered next.
The condition of the stress-strain of soil that occurs during pile piles in the soil mass,
characterized by the friction of the lateral surface of the pile on the ground, the forces engaged
volumetric strain and shear strain forces forming soil.