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August 17, 2025Canadian Geotechnical Journal

A Unified Soil–Structure Interaction Method for Load–Settlement Design of Energy Piles

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Authors

TPTuan A. PhamFVFarshid Vahedifard

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Overview

Analytical method improves load-settlement predictions in energy piles, suggesting better design under temperature variations.

Key Points

  • The proposed method predicts load-settlement responses of energy piles under varying temperature conditions, enhancing previous techniques.
  • Validation against a case study showed close agreement with real-world behavior, affirming the model's reliability and applicability.
  • This study incorporates unique factors like softening skin friction and hardening end-bearing resistance in its predictions.
  • Optimal design of energy piles is crucial for effective geothermal energy utilization and structural performance.

Cite This Study

Pham et al. (2025) studied this question.

synapsesocial.com/papers/68a36c2e0a429f79733301bbhttps://doi.org/10.1139/cgj-2025-0129
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Influence of Temperature Variations on Soil Behavior1968 · 593 citations
  2. 2A new method for signle pile settlement prediction and analysis1992 · 177 citations
  3. 3A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles2022 · 30 citations
  4. 4An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles2022 · 36 citations
  5. 5Parameters for Load Transfer Analysis of Energy Piles in Uniform Nonplastic Soils2016 · 81 citations