Evaluation of Bearing Capacity of Driven Piles, Based on the Results of Solution of the Cylindrical Cavity Expansion Problem


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This paper describes an analytical method for evaluating the bearing capacity of piles, installed with no soil excavation. It describes a process of pile insertion into soil and a method of pile side bearing capacity evaluation, based on a solution of the cylindrical cavity expansion problem. Analysis of analytical and test data shows the validity and applicability of the proposed method.

作者简介

V. Dyba

M. I. Platonov South-Russian State Polytechnic University

Email: smfe@mail.ru
俄罗斯联邦, Novocherkassk

E. Skibin

M. I. Platonov South-Russian State Polytechnic University

Email: smfe@mail.ru
俄罗斯联邦, Novocherkassk

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