GEOTECHNIQUE OF THE CONSTRUCTION OF THE HANGING BORED TUBULAR FILLED PLUMB PILE WITH DEEP CONTOUR INTERVAL

Abstract

The article presents the results of complex theoretical and experimental research on basic approaches
in geotechnology for development and construction of single hanging bored tubular filled
plumb piles with a deep contour interval. The development is connected with a problem of deep
land development and the lack of real methods for calculation of the bearing capacity and deformation
potential of such piles. The research is conducted on the basis of new methods of analytical
non-linear soil mechanics. The development result is high accuracy of calculation, compatible with
experimental reality.
Keywords: geotechnology, soil, foundation, hole, bored plumb pile, filler, pressure, deformation,
bearing capacity, settlement.