Impact of Temperature Cycles at Soil – Concrete Interface for Energy Piles
| Autor: | Andreea Roxana Vasilescu, Richard Manirakiza, Panagiotis Kotronis, Christophe Dano, Anne-Laure Fauchille, Philippe Gotteland |
|---|---|
| Rok vydání: | 2018 |
| Předmět: |
021110 strategic
defence & security studies Temperature control 0211 other engineering and technologies Foundation (engineering) 02 engineering and technology Deformation (meteorology) Shear strength (soil) Thermal Environmental science Waste water treatment plant Geotechnical engineering Direct shear test Energy (signal processing) 021101 geological & geomatics engineering |
| Zdroj: | Springer Series in Geomechanics and Geoengineering ISBN: 9783319996691 |
| Popis: | Energy piles are double purpose foundation elements used both for transferring loads to the soil and temperature regulation in buildings. The response of the pile-soil interface is influenced by daily and seasonal temperature variations. In order to assess the impact of the thermal cycles on the mobilization of shear strength, in-situ and laboratory experiments were performed. Three energy piles were instrumented with vibrating cord sensors in the foundation of a waste water treatment plant in the North East (NE) part of Paris (at Sept Sorts, Seine et Marne), France. The deformation of these sensors has been recorded for more than one year and the impact of temperature cycles was assessed. In addition the impact of cyclic thermal loading on soil deformation at the soil-pile interface was also studied in the laboratory using an interface direct shear device equipped with a temperature control system. The preliminary results show that the undisturbed soil temperature below 5 m deep remains constant, around 13 °C and that the response of sand-concrete interface at different temperatures and temperature cycles consists in the overall low contraction of the sand. |
| Databáze: | OpenAIRE |
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