OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA

Abstract

The expressions to define the parameters of stiffness and damping of the foundation with a deepened pile-cap based on a wave model are offered. For each kind of vibrations, dynamic parameters are defined, with due account to the interaction of a pile-cap with ground. A principle of superposition via summing up corresponding dynamic parameters of pile-cap and piles are used.