Open Access
Issue
E3S Web Conf.
Volume 205, 2020
2nd International Conference on Energy Geotechnics (ICEGT 2020)
Article Number 05008
Number of page(s) 5
Section Issues Related to Energy Piles
DOI https://doi.org/10.1051/e3sconf/202020505008
Published online 18 November 2020
  1. H.M. Coyle, L.C Reese. Load transfer for axially loaded piles in clay. J. Soil Mech. Found. Div. ASCE. 92, No. 2, 1–26. (1966) [Google Scholar]
  2. H.G. Poulos. Pile behaviour-theory and application. Géotechnique 39, No. 3, 365-415. (1989) [CrossRef] [Google Scholar]
  3. M.F. Randolph, P. Clancy. Efficient design of piled rafts. 5th International Conference on Deep Foundations on Bored and Auger Piles, 1-4 June, Ghent, Belgium, pp. 119-130. (1993) [Google Scholar]
  4. M.F. Randolph. Design methods for pile groups and piled rafts”. State of the Art Report, XIII ICSMFE, New Delhi, vol. 5, pp. 61-82. (1994) [Google Scholar]
  5. K.M. Lee, Z.R. Xiao. A simplified nonlinear approach for pile group settlement analysis in multilayered soils. Can. Geotech. J. 38, No. 5, 1063–1080. (2001) [CrossRef] [Google Scholar]
  6. E.M. Comodromos, M.C. Papadopoulou, L. Laloui. Contribution to the design methodologies of piled raft foundations under combined loadings. Can. Geotech. J. 53, No. 4, 559–577. (2016) [CrossRef] [Google Scholar]
  7. E. Ravera, M. Sutman, L. Laloui. Analysis of the interaction factor method for energy pile groups with slab. Comput. Geotech. 119, 103294. (2020) doi.org/10.1016/j.compgeo.2019.103294. [Google Scholar]
  8. C. Knellwolf, H. Peron, L. Laloui. Geotechnical analysis of heat exchanger piles. J. Geotech. Geoenviron. Engng. 137, No 10, 890-902. (2011) [CrossRef] [Google Scholar]
  9. M. Suryatriyastuti, H. Mroueh, S. Burlon. A load transfer approach for studying the cyclic behavior of thermo-active piles. Comput. Geotech. 55, 378–391. (2014) [Google Scholar]
  10. C. Pasten, J.C. Santamarina. Thermally induced long-term displacement of thermoactive piles. J. Geotech. Geoenviron. Engng. 140, No. 5, 06014003. (2014) [CrossRef] [Google Scholar]
  11. M. Sutman, G. Olgun, L. Laloui. Cyclic Load– Transfer Approach for the Analysis of Energy Piles J. Geotech. Geoenviron. Eng. 145, No. 1, 04018101. (2019) [CrossRef] [Google Scholar]
  12. L. Laloui, A.F. Rotta Loria. Analysis and Design of Energy Geostructures. Theoretical Essentials and Practical Application. (Academic Press, 1096 pages, ISBN : 9780128206232, 2019) [Google Scholar]
  13. H.G. Poulos. Analysis of the settlement of pile groups. Géotechnique 18, No 4, 449-471. (1968) [CrossRef] [Google Scholar]
  14. H.G. Poulos, E.H. Davis. Pile foundation analysis and design. Wiley. (1980) [Google Scholar]
  15. A.F. Rotta Loria, L. Laloui. The interaction factor method for energy pile groups. Comput. Geotech. 80, 121-137. (2016) [Google Scholar]
  16. J.S. McCartney, J.E. Rosenberg. Impact of heat exchange on side shear in thermo-active foundations. In Proceedings of geo-frontiers: advances in geotechnical engineering (eds J. Han and D. E. Alzamora), GSP 211, pp. 488–498. Reston, VA, USA: American Society of Civil Engineers (ASCE). (2011) [Google Scholar]
  17. B. Wang, A. Bouazza, C. Haberfield. Preliminary observations from laboratory scale model geothermal pile subjected to thermal-mechanical loading. In Proceedings of geo-frontiers 2011: advances in geotechnical engineering (eds J. Han andD. E. Alzamora), GSP 211, pp. 430–439. Reston, VA, USA: American Society of Civil Engineers (ASCE). (2011) [Google Scholar]
  18. J.III Goode, M. Zhang, J.S. McCartney. Centrifuge modeling of energy foundations in sand. In ICPMG2014 – physical modelling in geotechnics (eds C. Gaudin and D.White), pp. 729–736. Boca Raton, FL, USA: CRC Press. (2014) [CrossRef] [Google Scholar]
  19. C.A. Kramer, P. Basu. Performance of a model geothermal pile in sand. In Proceedings of 8th international conference on physical modelling in geotechnics (eds C. Gaudin and D.White), pp. 771– 777. Boca Raton, FL, USA: CRC Press. (2014) [Google Scholar]
  20. C.W.W. Ng, C. Shi, A. Gunawan, L. Laloui, H. Liu. Centrifuge modelling of heating effects on energy pile performance in saturated sand. Can. Geotech. J. 52, No. 8, 1045–1057. (2015) [CrossRef] [Google Scholar]
  21. A.F. Rotta Loria, L. Laloui. Thermally induced group effects among energy piles. Géotechnique 67, No 5, 374-393. (2017) [CrossRef] [Google Scholar]
  22. E. Ravera, M. Sutman, L. Laloui. Load transfer method for energy piles in a group with pile–soil– slab–pile interaction. J. Geotech. Geoenviron. Eng. 146, No. 6, 04020042. (2020) doi.org/10.1061/(ASCE)GT.1943-5606.0002258 [CrossRef] [Google Scholar]
  23. R. Frank, S. Zhao. Estimation par les paramètres pressiométriques de l’enfoncement sous charge axiale de pieux forés dans des sols fins. Bull. de Liaison des Laboratoire des Ponts et Chaussées 119, 17–24. (1982) [Google Scholar]
  24. A.F. Rotta Loria, L. Laloui. Group action caused by various operating energy piles. Géotechnique 68, No 9, 834-841. (2018) [CrossRef] [Google Scholar]
  25. L. Laloui, M. Moreni, G. Steinmann, A. Fromentin, D. Pahud. Test en conditions réelles du comportement statique d’un pieu soumis a des sollicitations thermomecaniques. Rapport final, Office federal de I’energie, Bern, Suisse. (1999) [Google Scholar]
  26. L. Laloui, M. Moreni, L. Vulliet. Comportement d’un pieu bi-fonction, fondation et échangeur de chaleur. Can. Geotech. J. 40, No. 2, 388–402. (2003) [CrossRef] [Google Scholar]
  27. L. Zhang, H.H. Einstein. End bearing capacity of drilled shafts in rock. J. Geotech. Geoenviron 124, No 7, 574-584. (1998) [CrossRef] [Google Scholar]
  28. M.I. Gorbunov-Posadov, R.V. Serebrjanyi. Design of structures on elastic foundation. In 5th International conference on Soil Mechanics and Foundation Engineering.), vol. 1, pp. 643-648. (1961) [Google Scholar]

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