Assessing combined cyclic axial and lateral performance of a pile installed in calcarenite using the ICE-PICK testing apparatus

Small scale experimental tests have been used historically to complement field testing and, more recently, to validate numerical models. In this instance, a novel small-scale multi-axial testing apparatus is presented. This multi-axis frame was developed to study the installation effects on cyclic axial and lateral performance of displacement piles in chalk (ICE-PICK: EP/W00013X/1). The apparatus overcomes some limitations of prior small scale testing apparatus by allowing for simultaneous multi-directional loading due to its 3-axis actuation system. Additionally, it has been designed for compactness, allowing tests to be carried out within an X-ray CT scanning bay, in order to reveal the evolution of soil-structure interaction. Within this scope, a brief overview of the systems construction and performance is given, followed by a demonstration test on pile installation and, subsequently, combined vertical and cyclic lateral loading.

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Publication Details

Journal
Discovery Research Portal (University of Dundee)
Published
2024-10-01
DOI
https://doi.org/10.53243/ecpmg2024-59
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Assessing combined cyclic axial and lateral performance of a pile installed in calcarenite using the ICE-PICK testing apparatus

Discovery Research Portal (University of Dundee)
Geotechnical Engineering and Soil Mechanics
article

Assessing combined cyclic axial and lateral performance of a pile installed in calcarenite using the ICE-PICK testing apparatus

article en

Abstract

Small scale experimental tests have been used historically to complement field testing and, more recently, to validate numerical models. In this instance, a novel small-scale multi-axial testing apparatus is presented. This multi-axis frame was developed to study the installation effects on cyclic axial and lateral performance of displacement piles in chalk (ICE-PICK: EP/W00013X/1). The apparatus overcomes some limitations of prior small scale testing apparatus by allowing for simultaneous multi-directional loading due to its 3-axis actuation system. Additionally, it has been designed for compactness, allowing tests to be carried out within an X-ray CT scanning bay, in order to reveal the evolution of soil-structure interaction. Within this scope, a brief overview of the systems construction and performance is given, followed by a demonstration test on pile installation and, subsequently, combined vertical and cyclic lateral loading.

Discovery Research Portal (University of Dundee)
University of Milano-Bicocca (IT), Universidad Nacional Autónoma de México (MX)
University of Dundee, Engineering and Physical Sciences Research Council, National Institute on Aging
Life in Land
Openalex Percentile: Top 53%
Geotechnical Engineering and Soil Mechanics
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