Chapter
Feb 21, 2020
Geo-Congress 2020

Analytical and Numerical Study on the Ultimate Bearing Capacity of Energy Piles in Sandy Soils

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

ABSTRACT

Thermomechanical behavior of energy piles is of great interest to the researchers, these days. In this paper, by considering different conditions for the mechanical behavior of the surrounding soil, an analytical approach is presented to determine the ultimate bearing capacity of the energy piles embedded in dry and saturated sandy soils under the application of the mechanical loads and imposing heating and cooling to the soil-pile system. In addition to analytical solution, a FEM software ABAQUS is implemented to simulate the bearing capacity of the energy piles in 3D condition. Then by making comparison between the analytical and numerical results, the functionality of the implemented approaches is evaluated for estimating the ultimate bearing capacity of the energy piles. Results are considered to be useful for engineering practical purposes as well as for the research works on this subject.

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ACKNOWLEDGEMENTS

This research is financially supported by the Niroo Research Institute in Iran, which is greatly acknowledged.

REFERENCES

Barata, F. E. (1969). Effect of Heating on Bearing Capacity of Highway Subgrades. Highway Research Board Special Report, (103).
Garakani, A. A. (2018). A research document on implementing the energy piles in electrical power industry. NRI, Iran.
Garakani, A. A. (2019). A guideline for design, execution and testing of the energy piles. NRI, Iran.
Garakani, A. A., Haghighi, E. M., Rahnavard, A., Beigi, M., Tadi, M. K., & Razmkhah, T. (2018). “A Feasibility Study on Implementing the Energy Piles in Electric Power Industries.” In International Symposium on Energy Geotechnics. Springer, 211-217.
Gashti, E. H. N., Uotinen, V. M., & Kujala, K. (2014). “Numerical modelling of thermal regimes in steel energy pile foundations: A case study.” Energy and buildings, 69, 165-174.
Goode Iii, J. C., & McCartney, J. S. (2015). “Centrifuge modeling of end-restraint effects in energy foundations.” J. of Geotechnical and Geoenvironmental Engineering, 141(8), 04015034.
Kramer, C. A., & Basu, P. (2014). “Performance of a model geothermal pile in sand.” In Proc. 8th Int. Conf. on Physical Modelling in Geotechnics, Perth (Gaudin, C. & White, D. (eds)). Leiden: CRC Press/Balkema, pp. 771-777.
Liu, H. L., Wang, C. L., Kong, G. Q., & Bouazza, A. (2018). “Ultimate bearing capacity of energy piles in dry and saturated sand.” Acta Geotechnica, 1-11.
Mitchell, J. K. (1969). Temperature effects on the engineering properties and behavior of soils. Highway Research Board Special Report, (103).
Ng, C. W. W., Gunawan, A., Shi, C., Ma, Q. J., & Liu, H. L. (2016). “Centrifuge modelling of displacement and replacement energy piles constructed in saturated sand: a comparative study.” Géotechnique Letters, 6(1), 34-38.
Poulos, H. G., & Davis, E. H. (1980). Pile foundation analysis and design. New York, Wiley.
Saggu, R., & Chakraborty, T. (2015). “Cyclic thermo-mechanical analysis of energy piles in sand.” Geotechnical and Geological Engineering, 33(2), 321-342.
Stewart, M. A., & McCartney, J. S. (2013). “Centrifuge modeling of soil-structure interaction in energy foundations.” J. of Geotechnical and Geoenvironmental Engineering, 140(4), 04013044.
Vesic, A. S. (1977). Design of pile foundations. National cooperative highway research program synthesis of practice no. 42. Transportation Research Board, Washington, DC, 3248.

Information & Authors

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (GSP 315)
Pages: 295 - 304
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

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Authors

Affiliations

A. A. Garakani, Ph.D. [email protected]
Assistant Professor, Structural Research Dept., Niroo Research Institute, Tehran, Iran. E-mail: [email protected]
Graduate Geotechnical Eng. Student, Civil Engineering Group, Faculty of Engineering, Univ. of Science and Culture, Tehran, Iran. E-mail: [email protected]
M. S. Jozani [email protected]
Graduate Geotechnical Eng. Student, Civil Engineering Group, Faculty of Engineering, Univ. of Science and Culture, Tehran, Iran. E-mail: [email protected]

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