Related Experiment Video
Updated: Jan 15, 2026

Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
Published on: October 19, 2022
Experimental dataset on the thermo-mechanical response of an energy piled wall section
Luis Villegas1,2, Raul Fuentes2, Guillermo A Narsilio1
1Department of Infrastructure Engineering, The University of Melbourne, Grattan Street, Parkville, VIC 3010, Australia.
Abstract:
The investigation of geotechnical structures as heat exchangers for ground source heat pump (GSHP) systems has been extensive, mainly aiming at reducing initial capital costs of implementing renewable energy sources for space heating and cooling. Despite advancements in understanding the thermo-mechanical response of energy pile foundations, industry adoption lags behind academic developments. To bridge this gap and broaden the application of this technology to other geotechnical structures, there is a need for reliable, easy-to-use methods and confidence building through demonstration projects. This work presents a thermo-mechanical dataset from a pilot project of three energy piles within a retaining wall system at a Metro station in Melbourne, Australia. The data encompasses heat carrier fluid flow rate and temperature, station (air) temperature, soil temperatures at two depths, and temperature and uniaxial strains at different depths and locations across two piles. Unlike previous datasets focused on single piles, this dataset captures both single and multiple (three) simultaneously activated piles within a piled retaining wall, providing a better representation of an energy wall system. Beyond the raw data interpretation and model validation, the dataset can be used to evaluate the system's thermal performance and develop analytical methods needed in the industry.
More Related Videos
Related Concept Videos
Thermal Insulation in Masonry Walls
External insulation can be applied using an Exterior Insulation and Finish System (EIFS), which involves affixing panels of plastic foam to the wall and covering them with a polymeric stucco reinforced with glass fiber mesh....
Bending of Members Made of Several Materials
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each material's...
Unsymmetric Loading of Thin-Walled Members
The concept of the shear center is crucial in countering the...
Thermal expansion and Thermal stress: Problem Solving
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in temperature (ΔT) is 55...
Posttensioned Masonry Walls
Post-tensioned masonry walls use high-strength steel rods or flexible tendons to enhance the strength and efficiency of masonry structures. These elements are securely anchored to the foundation and extend vertically either within the cores of the masonry units or between the masonry wythes. The construction process involves building the wall with these tensioning elements in place and allowing the mortar to fully cure.
Following the curing process, the tensioning begins. Steel rods are...
Unsymmetric Loading of Thin-Walled Members: Problem Solving
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...

