Abstract

The geothermal piles are dual functional geostructures which provide sub-structural support to thebuilding and also fulfill the energy demands in terms of its climate control. For efficient design of geothermalpiles, it is necessary to evaluate the thermo-mechanical behavior of geothermal piles. The purpose of this study isto evaluate the behavior of geothermal heat exchanger pile installed in sand, subjected to a coupled thermomechanical loading. Initially, in this study a full scale field test is simulated and results are compared. In thesecond phase, parametric study by varying mechanical and thermal loading on the geothermal pile placed indense sand, is performed. In this study, the sand and geothermal pile are simulated as axis-symmetrical models,where pile is considered to be thermo-elastic in nature and sand is considered as Mohr-Coulomb elastic-plasticmaterial. Coupled Temperature-Displacement analysis is applied in order to simulate the observed experimentalresults. It is shown that the simulated model is able to reproduce the major thermo-mechanical effects for theselected full scale model approximately. Stress and strain behavior along with the depth of energy pile inducedby thermo-mechanical loading has been reported. It was concluded that when mechanical load value iscomparatively low, the thermal variation influences the induced axial stress while at higher mechanical load thestress behaviour is nearly constant at different temperature variation.

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