TY - JOUR
T1 - Analysis of the vertical displacement of energy pile groups
AU - Rotta Loria, Alessandro
AU - Vadrot, Aurélien
AU - Laloui, Lyesse
N1 - Funding Information:
The efforts of Ms. Lea Kaufmann and Mr. Hani Taha in exploring early aspects of the models expanded in this work are greatly appreciated. Dr. Sébastien Burlon is acknowledged for the material provided during early stages of this study. The financial support of N. 160117 (Division I–III) from the Swiss National Science Foundation is gratefully acknowledged.
Publisher Copyright:
© 2018 Elsevier Ltd
PY - 2018/12
Y1 - 2018/12
N2 - Over the last fifty years, the interaction factor method has been widely used to address the vertical displacement and the increased deformation of conventional pile groups subjected to mechanical loads when group effects and interactions occur among the piles. Design charts and analytical models have been proposed to serve the considered analysis method. In recent years, the interaction factor method has been extended to address energy pile groups subjected to thermal loads. Design charts have been proposed. However, prior to this study, no analytical models capable of analysing the vertical displacement and the increased deformation of energy piles subjected to thermal loads in a more comprehensive and flexible way than through design charts have been available. To address this challenge, this study presents two analytical models for analysing the vertical displacement of energy pile groups subjected to thermal loads, based on the analysis of a single isolated energy pile. Comparisons with three-dimensional finite element analyses outline that the models can accurately capture the displacement of energy piles without the expense of a full rigorous analysis. This evidence makes the present models useful tools for the analysis and design of energy piles under serviceability conditions.
AB - Over the last fifty years, the interaction factor method has been widely used to address the vertical displacement and the increased deformation of conventional pile groups subjected to mechanical loads when group effects and interactions occur among the piles. Design charts and analytical models have been proposed to serve the considered analysis method. In recent years, the interaction factor method has been extended to address energy pile groups subjected to thermal loads. Design charts have been proposed. However, prior to this study, no analytical models capable of analysing the vertical displacement and the increased deformation of energy piles subjected to thermal loads in a more comprehensive and flexible way than through design charts have been available. To address this challenge, this study presents two analytical models for analysing the vertical displacement of energy pile groups subjected to thermal loads, based on the analysis of a single isolated energy pile. Comparisons with three-dimensional finite element analyses outline that the models can accurately capture the displacement of energy piles without the expense of a full rigorous analysis. This evidence makes the present models useful tools for the analysis and design of energy piles under serviceability conditions.
KW - Continuous model
KW - Energy pile groups
KW - Interaction factor method
KW - Layer model
KW - Thermo-mechanical behaviour
KW - Vertical displacement
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U2 - 10.1016/j.gete.2018.04.001
DO - 10.1016/j.gete.2018.04.001
M3 - Article
AN - SCOPUS:85045851427
SN - 2352-3808
VL - 16
SP - 1
EP - 14
JO - Geomechanics for Energy and the Environment
JF - Geomechanics for Energy and the Environment
ER -