ASSESSMENT OF GEOMETRIC PARAMETERS OF CONICAL CFA PILES ON THEIR SETTLMENT IN CLAY SOILS
Authors:
Type:
Article
Pages:
from 58
to 60
Status:
Published
Received:
18.11.2015
Accepted:
30.01.2016
Published:
30.01.2016
Language:
Russian
Keywords:
CFA conical pile, settlement, bearing capacity.
Abstract (English):
The paper discusses the issues related to the influence of length and angle of the conical side face of CFA piles on their settlement. The results of calculation of displacements of single conical CFA piles by finite element method under static compressive loads are given. A comparative assessment of the influence of the geometrical parameters of CFA conical piles on their settlements in clay soils carried out. The example of the calculation single conical piles CFA shows the effect of the angle of the side face and the length of the piles on their settlements, and also provides a comparison with precipitation cylindrical piles of similar material consumption
The paper discusses the issues related to the influence of length and angle of the conical side face of CFA piles on their settlement. The results of calculation of displacements of single conical CFA piles by finite element method under static compressive loads are given. A comparative assessment of the influence of the geometrical parameters of CFA conical piles on their settlements in clay soils carried out. The example of the calculation single conical piles CFA shows the effect of the angle of the side face and the length of the piles on their settlements, and also provides a comparison with precipitation cylindrical piles of similar material consumption
Keywords:
CFA conical pile, settlement, bearing capacity.
CFA conical pile, settlement, bearing capacity.
