Estimation of Screw Displacement Pile-Bearing Capacity Based on Drilling Resistances

This article presents an engineering, empirical method of estimating the bearing capacity and settlement characteristics Q-s of screw displacement piles and columns, based on soil resistance encountered during the drilling to form piles/columns in the ground. The method was developed on the basis of...

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Bibliographic Details
Main Author: Krasiński Adam
Format: Article
Language:English
Published: Sciendo 2023-09-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.2478/sgem-2023-0014