Effect of Pile Section Shape on Bearing Capacity under Dry and Saturated Conditions
Abstract
This repository contains the underlying and extended data supporting the experimental study on the effect of pile section shape on bearing capacity under dry and saturated soil conditions. The data include raw load–settlement measurements, strain-derived negative skin friction values, and supplementary tables and figures used for analysis and interpretation
Publication details
- Journal / source
- Zenodo (CERN European Organization for Nuclear Research)
- Publication date
- 16 January 2026
- Document type
- Dataset