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.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 10-13, November-December, 2016.
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Dyba, V.P., Skibin, E.G. Evaluation of Bearing Capacity of Driven Piles, Based on the Results of Solution of the Cylindrical Cavity Expansion Problem. Soil Mech Found Eng 53, 381–384 (2017). https://doi.org/10.1007/s11204-017-9416-x
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DOI: https://doi.org/10.1007/s11204-017-9416-x