OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA

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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.

About the authors

A O KOLESNIKOV

V N POPOV

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