Chapter
Feb 21, 2020
Geo-Congress 2020

Performance of Energy Piles Considering Reinforced Concrete Non-Linearity

Publication: Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (GSP 315)

ABSTRACT

This study investigates the effect of reinforced concrete cracking on the performance of thermo-active piles subjected to traction force. A newly developed finite element code that is within the framework of the load-transfer approach is employed to simulate the response of a single pile subjected to thermomechanical loads. The results suggest that the performance of energy piles is highly affected by reinforced concrete non-linearity. Nevertheless, piles can accommodate thermally imposed strains if ductility capacity is provided. This outcome, in conjunction with the results of previous studies on the non-linear response of interfaces, may be considered for a more rational performance-based design approach of energy piles.

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ACKNOWLEDGEMENTS

The authors’ grateful appreciation goes to Professor A. Muttoni for his valuable comments; further gratitude is due to R. Cantone. The financial support of the Swiss National Science Foundation (project No. 174575, Division InterCo) is also acknowledged.

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Information & Authors

Information

Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (GSP 315)
Pages: 45 - 54
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8278-0

History

Published online: Feb 21, 2020
Published in print: Feb 21, 2020

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Affiliations

Cristiano Garbellini [email protected]
Ph.D. Student, Swiss Federal Institute of Technology in Lausanne, Laboratory of Soil Mechanics, Lausanne, Switzerland (corresponding author). E-mail: [email protected]
Lyesse Laloui [email protected]
Professor, Swiss Federal Institute of Technology in Lausanne, Laboratory of Soil Mechanics, Lausanne, Switzerland. E-mail: [email protected]

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