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THM processes affecting the geotechnical performance of energy pile foundation

Di Donna, Dupray, Laloui

Key words
energy piles, thermal cyclic loading, thermo-plasticity.
Conference
European Geothermal Conference
Year
2013
Session
9 Shallow (SG)
Language
English
Paper number
SG4-03

Full text

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Abstract

Energy geostructures represent a renewable and clean source of energy which can be used for heating and cooling of buildings and de-icing of infrastructures. This technology couples the structural role of geostructures with the energy supply, using the principle of shallow geothermal energy. Heat is extracted from the ground during winter and injected into the ground during summer. This represents an additional thermal loading, seasonally cyclic, which is imposed to the soil and the structure itself. In this paper, the influence of temperature on the different aspects involved, accordingly to the Eurocode 7, in the geotechnical design of deep foundations is analysed numerically. This includes mainly the admissible displacements, the structural failure (concrete) and the geotechnical capacity. The results show that the thermal load has an effect both in terms of piles displacements and stress distribution which is acceptable in normal working conditions but deserve to be considered in the design practice.

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