Skip to main navigation Skip to search Skip to main content

Dataset from flexural, impact, and hydraulic pressure tests on driven energy piles

Research output: Contribution to journalData articlepeer-review

1 Citation (Scopus)
53 Downloads (Pure)

Abstract

Data from the flexural, impact, and hydraulic pressure tests performed on seven precast concrete driven energy piles is presented in this paper. The data is published and made publicly accessible through the open-access database DataverseNO. The dataset involves (a) material properties of all of the materials used in manufacturing the energy piles, (b) raw data files from impact tests, which are recorded by the pile driving analyzer (PDA) device and sensors, (c) the hydraulic pressure test data performed between the impact and bending tests, which includes the raw data of pressure measurements from analogue pressure gauge, and (d) the data from the bending tests which includes the raw and processed data files recorded by the displacement transducers, loadcell and also the raw and processed images for the digital image correlation (DIC) analysis. Firstly, the value of the data for future use is explained in this paper. Secondly, the structure of the data available through the open-access database and the processing methods are described. Lastly, the setup for data measurement is presented for all the tests. The practical applications of this dataset are substantial for civil engineering projects, as it provides essential benchmarks for the design and validation of structural joints for precast concrete driven energy pile foundations. Furthermore, the dataset provides the structural performance details of the joint under impact and bending, serving as a valuable resource for the numerical modeling validations.

Original languageEnglish
Article number111071
JournalData in Brief
Volume57
DOIs
Publication statusPublished - Dec 2024
Publication typeA1 Journal article-refereed

Funding

The authors would like to acknowledge the Research Council of Norway (project number 332839) for funding this research project. The authors are also grateful for the technical support from Leimet Oy, Finland, for producing and testing the steel joints and Sandnes and J\u00E6rbetong AS, Norway, for casting the concrete piles. The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

FundersFunder number
Norges Forskningsråd332839
Norges Forskningsråd

    UN SDGs

    This output contributes to the following UN Sustainable Development Goals (SDGs)

    1. SDG 7 - Affordable and Clean Energy
      SDG 7 Affordable and Clean Energy

    Keywords

    • Digital Image Correlation (DIC)
    • Flexural strength
    • Impact strength
    • Prefabricated concrete energy piles
    • Steel connection

    Publication forum classification

    • Publication forum level 1

    Fingerprint

    Dive into the research topics of 'Dataset from flexural, impact, and hydraulic pressure tests on driven energy piles'. Together they form a unique fingerprint.

    Cite this