The effect of climate change on the behaviour of thermo-active diaphragm walls

Energy geo-structures are becoming more common as a renewable energy solution which utilises shallow geothermal energy to provide heating and cooling to buildings and civil infrastructure projects. Previous studies have shown that diaphragm walls subjected to combined thermo-mechanical loading show overall increases in lateral displacements, bending moments, shear forces, axial forces, and settlements on the retained side with thermal cycles. This study uses a variation of a validated numerical model to predict the behaviour of thermo-active diaphragm walls in the longer-term including accounting for the influence of climate change under contrasting RCP2.6 and RCP8.5 scenarios. This numerical model also assesses the impact of different modelling assumptions on the model output by comparing a simplified (isothermal boundary condition) model with a more complex model where atmospheric temperatures affecting ground temperatures are included, to inform the interpretation of physical model test data which typically use isothermal (simplified) boundary conditions. The results from this study show increases in lateral displacement, maximum bending moments, positive and negative shear forces and axial forces (compressive and tensile). Significantly, the RCP2.6 model shows that these increases begin to stabilise over the 50-year period modelled, while under RCP8.5, values continue to increase linearly at the end of the modelling period. The study also demonstrates the importance of capturing realistic model boundary conditions in long term studies. The more simplified model underestimates lateral displacements and internal stresses. The underestimation of lateral displacements is significant as this is the main driver of settlements on the retained side of the wall and has been identified as one of the most critical factors affecting long term performance of thermo-active embedded retaining walls. • Validated numerical model predicting long-term behaviour of thermo-active wall. • Assessment of impact of using simplified isothermal boundary conditions. • Isothermal boundary conditions do not extrapolate well to long-term performance. • Contrasting future climate scenarios considered for a 50 year operation period. • Inaction on climate-change can worsen long-term serviceability.

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Publication Details

Journal
Geomechanics for Energy and the Environment
Published
2025-05-05
DOI
https://doi.org/10.1016/j.gete.2025.100681
Citations
4
Primary Topic
Geothermal Energy Systems and Applications
Type
article
Field-Weighted Citation Impact
1.45

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article

The effect of climate change on the behaviour of thermo-active diaphragm walls

Anthony Kwan Leung, Andrew Minto, Jonathan Knappett
4 citations
Geomechanics for Energy and the Environment
Geothermal Energy Systems and Applications
1.45
article

The effect of climate change on the behaviour of thermo-active diaphragm walls

Anthony Kwan Leung, Andrew Minto, Jonathan Knappett
article en
4 citations

Abstract

Energy geo-structures are becoming more common as a renewable energy solution which utilises shallow geothermal energy to provide heating and cooling to buildings and civil infrastructure projects. Previous studies have shown that diaphragm walls subjected to combined thermo-mechanical loading show overall increases in lateral displacements, bending moments, shear forces, axial forces, and settlements on the retained side with thermal cycles. This study uses a variation of a validated numerical model to predict the behaviour of thermo-active diaphragm walls in the longer-term including accounting for the influence of climate change under contrasting RCP2.6 and RCP8.5 scenarios. This numerical model also assesses the impact of different modelling assumptions on the model output by comparing a simplified (isothermal boundary condition) model with a more complex model where atmospheric temperatures affecting ground temperatures are included, to inform the interpretation of physical model test data which typically use isothermal (simplified) boundary conditions. The results from this study show increases in lateral displacement, maximum bending moments, positive and negative shear forces and axial forces (compressive and tensile). Significantly, the RCP2.6 model shows that these increases begin to stabilise over the 50-year period modelled, while under RCP8.5, values continue to increase linearly at the end of the modelling period. The study also demonstrates the importance of capturing realistic model boundary conditions in long term studies. The more simplified model underestimates lateral displacements and internal stresses. The underestimation of lateral displacements is significant as this is the main driver of settlements on the retained side of the wall and has been identified as one of the most critical factors affecting long term performance of thermo-active embedded retaining walls. • Validated numerical model predicting long-term behaviour of thermo-active wall. • Assessment of impact of using simplified isothermal boundary conditions. • Isothermal boundary conditions do not extrapolate well to long-term performance. • Contrasting future climate scenarios considered for a 50 year operation period. • Inaction on climate-change can worsen long-term serviceability.

Geomechanics for Energy and the EnvironmentVol. 42
University of Dundee (GB), Hong Kong University of Science and Technology (HK), Abertay University (GB)
Engineering and Physical Sciences Research Council
Climate action
Openalex Percentile: Top 19%
Geothermal Energy Systems and Applications
1.45
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