Large-scale uplift tests to improve design of pad foundations for Overhead Line Equipment

TY - JOUR

T1 - Large-scale uplift tests to improve design of pad foundations for Overhead Line Equipment

AU - Diambra, Andrea

AU - Brown, Michael

AU - Gokce, Tansu

AU - Davidson, Craig

AU - Crewe, Adam

AU - Williams, David

AU - Horseman, Tony

AU - Flint, Stuart

AU - Ward, Matthew

AU - Sextos, Anastasios

N1 - © 2026 Emerald Publishing Limited

PY - 2026/6/12

Y1 - 2026/6/12

N2 - This paper presents the results of large-scale uplift tests on pad foundations conducted at the UKCRIC Soil-Foundation–Structure Interaction (SoFSI) Laboratory at the University of Bristol, simulating conditions relevant to overhead electrical line infrastructure. Pad foundations with a 1 m × 1 m footprint and different geometries were embedded at depths of up to 2 m in manually compacted dry sand. The results complement and validate previous centrifuge tests and numerical modelling studies aimed at improving current foundation design practices. They confirm: (i) the superiority of theoretical uplift prediction methods that account for both the weight of the soil wedge and the frictional forces mobilised along the failure planes, both governed by soil dilation; (ii) the potential for optimising foundation geometry through chamfering to increase uplift capacity and reduce concrete volumes; and (iii) that simple projection of the uplift failure wedge to the ground surface can lead to an overestimation of the failure wedge size. Direct comparison with centrifuge tests shows close agreement in maximum uplift capacity, although some discrepancies were observed in the displacement at the peak failure state. Nevertheless, this full-scale validation provides confidence in implementing the novel design methods for pad foundations supporting overhead electrical line infrastructure.

AB - This paper presents the results of large-scale uplift tests on pad foundations conducted at the UKCRIC Soil-Foundation–Structure Interaction (SoFSI) Laboratory at the University of Bristol, simulating conditions relevant to overhead electrical line infrastructure. Pad foundations with a 1 m × 1 m footprint and different geometries were embedded at depths of up to 2 m in manually compacted dry sand. The results complement and validate previous centrifuge tests and numerical modelling studies aimed at improving current foundation design practices. They confirm: (i) the superiority of theoretical uplift prediction methods that account for both the weight of the soil wedge and the frictional forces mobilised along the failure planes, both governed by soil dilation; (ii) the potential for optimising foundation geometry through chamfering to increase uplift capacity and reduce concrete volumes; and (iii) that simple projection of the uplift failure wedge to the ground surface can lead to an overestimation of the failure wedge size. Direct comparison with centrifuge tests shows close agreement in maximum uplift capacity, although some discrepancies were observed in the displacement at the peak failure state. Nevertheless, this full-scale validation provides confidence in implementing the novel design methods for pad foundations supporting overhead electrical line infrastructure.

KW - Overhead line

KW - OLE

KW - FOUNDATIONS

KW - SAND

KW - Uplift

KW - Full-scale test

KW - Electrical engineering & distribution

KW - Foundations

KW - Geotechnical engineering

KW - Renewable energy

KW - foundations

KW - full-scale test

KW - electrical engineering & distribution

KW - renewable energy

KW - geotechnical engineering

UR - https://www.scopus.com/pages/publications/105044183705

U2 - 10.1680/jphmg.26.00005

DO - 10.1680/jphmg.26.00005

M3 - Article

SN - 1346-213X

SP - 1

EP - 18

JO - International Journal of Physical Modelling in Geotechnics

JF - International Journal of Physical Modelling in Geotechnics

M1 - 2600005

ER -