Thermal effects on the mechanical behavior of Paris green clay–concrete interface

Kexin Yin; Roxana Vasilescu; Anne-Laure Fauchille; Panagiotis Kotronis

doi:10.1051/e3sconf/202020513006

All issues

Volume 205 (2020)

E3S Web Conf., 205 (2020) 13006

References

Open Access

Issue		E3S Web Conf. Volume 205, 2020 2^nd International Conference on Energy Geotechnics (ICEGT 2020)


Article Number		13006
Number of page(s)		3
Section		Extended Abstracts
DOI		https://doi.org/10.1051/e3sconf/202020513006
Published online		10 January 2022

Di Donna, A. (2014). Thermo-Mechanical Aspects of Energy Piles. Ph.D. Thesis. École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland. [Google Scholar]
Di Donna, A., Ferrari, A. and Laloui, L. (2016). “Experimental investigations of the soil-concrete interface: physical mechanisms, cyclic mobilization, and behaviour at different temperatures.” Canadian Geotechnical Journal 53(4), pp. 659-672. [Google Scholar]
Idries, A., Ghaaowd, I. and Abu-Farsakh, M. (2020). “Effect of one cycle of heating-cooling on the clayconcrete pile interface behavior.” Proceedings of the 2nd International Conference on Energy Geotechnics, Apr. 10-13, 2022, La Jolla, California, USA, p. 05012 [Google Scholar]
Mantho, A.T. (2005). Exchanges between Soil and Atmosphere Application in the Case of Draught. Ph.D. Thesis. Ecole des Ponts ParisTech, Paris, France [Google Scholar]
Vasilescu, A.-R. (2019). Design and Execution of Energy Piles: Validation by In-Situ and Laboratory Experiments. Ph.D. Thesis. École centrale de Nantes, Nantes, France [Google Scholar]
Vasilescu, A.-R., Fauchille, A.-L., Dano, C., Kotronis, P., Manirakiza, R. and Gotteland, P. (2018). “Impact of temperature cycles at soilconcrete interface for energy piles.” Proceedings of the International Symposium on Energy Geotechnics, Sep. 25-28, Lausanne, Switzerland, pp. 35-42. [Google Scholar]
Vasilescu, R., Yin, K., Fauchille, A.-L., Kotronis, P., Dano, C., Manirakiza, R. and Gotteland, P. (2019). “Influence of thermal cycles on the deformation of soil-pile interface in energy piles.” Proceedings of the 7th International Symposium on Deformation Characteristics of Geomaterials, June 26-28, Glasgow, UK, p. 13004. [Google Scholar]
Yazdani, S., Helwany, S. and Olgun, G. (2019). “Influence of temperature on soil-pile interface shear strength.” Geomechanics for Energy and the Environment 18, pp. 69-78. [Google Scholar]
Yin, K. (2021). Influence of Clay Fraction on the Mechanical Behavior of a Soil-Concrete Interface. Ph.D. Thesis. École centrale de Nantes, Nantes, France [Google Scholar]
Yin, K., Fauchille, A.-L., Di Filippo, E., Kotronis, P. and Sciarra, G. (2021a). “A review of sand-clay mixture and soil-structure interface direct shear test.” Geotechnics 1 (2), pp. 260-306. [Google Scholar]
Yin, K., Liu, J., Lin, J., Vasilescu, A.-R., Othmani, K. and Di Filippo, E. (2021b). “Interface direct shear tests on JEZ-1 Mars regolith simulant.” Applied Sciences 11 (15), 7052. [Google Scholar]
Yin, K., Liu, J., Vasilescu, A.-R., Di Filippo, E. and Othmani, K. (2021c). “A procedure to prepare sandclay mixture samples for soil-structure interface direct shear tests.” Applied Sciences 11 (12), 5337. [Google Scholar]
Yin, K., Fauchille, A.-L., Othmani, K. Sciarra, G., Kotronis, P., Benoit, Y., Bertrand, F. and Branchu, S. (2019). “Influence of sample preparation on the multi scale structure of sand-clay mixtures.” Proceedings of the 7th International Symposium on Deformation Characteristics of Geomaterials, June 26-28, Glasgow, UK, p. 01007. [Google Scholar]
Yin, K., Fauchille, A.-L., Di Filippo, E., Othmani, K., Branchu, S., Sciarra, G. and Kotronis. P. (2021d). “The influence of mixing orders on the microstructure of artificially prepared sand-clay mixtures.” Advances in Materials Science and Engineering 2021. [Google Scholar]
Yin, K., Fauchille, A.-L., Kotronis, P. and Sciarra, G. (2020). “Influence of the sample preparation on the multi scale texture of sand clay simplified soils for geotechnical applications - MIP and X-ray Tomography raw data.” Mendeley Data, V1, doi: 10.17632/6vbyfyhd7y.1. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] Di Donna, A. (2014). Thermo-Mechanical Aspects of Energy Piles. Ph.D. Thesis. École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland. [Google Scholar]

[2] Di Donna, A., Ferrari, A. and Laloui, L. (2016). “Experimental investigations of the soil-concrete interface: physical mechanisms, cyclic mobilization, and behaviour at different temperatures.” Canadian Geotechnical Journal 53(4), pp. 659-672. [Google Scholar]

[3] Idries, A., Ghaaowd, I. and Abu-Farsakh, M. (2020). “Effect of one cycle of heating-cooling on the clayconcrete pile interface behavior.” Proceedings of the 2nd International Conference on Energy Geotechnics, Apr. 10-13, 2022, La Jolla, California, USA, p. 05012 [Google Scholar]

[4] Mantho, A.T. (2005). Exchanges between Soil and Atmosphere Application in the Case of Draught. Ph.D. Thesis. Ecole des Ponts ParisTech, Paris, France [Google Scholar]

[5] Vasilescu, A.-R. (2019). Design and Execution of Energy Piles: Validation by In-Situ and Laboratory Experiments. Ph.D. Thesis. École centrale de Nantes, Nantes, France [Google Scholar]

[6] Vasilescu, A.-R., Fauchille, A.-L., Dano, C., Kotronis, P., Manirakiza, R. and Gotteland, P. (2018). “Impact of temperature cycles at soilconcrete interface for energy piles.” Proceedings of the International Symposium on Energy Geotechnics, Sep. 25-28, Lausanne, Switzerland, pp. 35-42. [Google Scholar]

[7] Vasilescu, R., Yin, K., Fauchille, A.-L., Kotronis, P., Dano, C., Manirakiza, R. and Gotteland, P. (2019). “Influence of thermal cycles on the deformation of soil-pile interface in energy piles.” Proceedings of the 7th International Symposium on Deformation Characteristics of Geomaterials, June 26-28, Glasgow, UK, p. 13004. [Google Scholar]

[8] Yazdani, S., Helwany, S. and Olgun, G. (2019). “Influence of temperature on soil-pile interface shear strength.” Geomechanics for Energy and the Environment 18, pp. 69-78. [Google Scholar]

[9] Yin, K. (2021). Influence of Clay Fraction on the Mechanical Behavior of a Soil-Concrete Interface. Ph.D. Thesis. École centrale de Nantes, Nantes, France [Google Scholar]

[10] Yin, K., Fauchille, A.-L., Di Filippo, E., Kotronis, P. and Sciarra, G. (2021a). “A review of sand-clay mixture and soil-structure interface direct shear test.” Geotechnics 1 (2), pp. 260-306. [Google Scholar]

[11] Yin, K., Liu, J., Lin, J., Vasilescu, A.-R., Othmani, K. and Di Filippo, E. (2021b). “Interface direct shear tests on JEZ-1 Mars regolith simulant.” Applied Sciences 11 (15), 7052. [Google Scholar]

[12] Yin, K., Liu, J., Vasilescu, A.-R., Di Filippo, E. and Othmani, K. (2021c). “A procedure to prepare sandclay mixture samples for soil-structure interface direct shear tests.” Applied Sciences 11 (12), 5337. [Google Scholar]

[13] Yin, K., Fauchille, A.-L., Othmani, K. Sciarra, G., Kotronis, P., Benoit, Y., Bertrand, F. and Branchu, S. (2019). “Influence of sample preparation on the multi scale structure of sand-clay mixtures.” Proceedings of the 7th International Symposium on Deformation Characteristics of Geomaterials, June 26-28, Glasgow, UK, p. 01007. [Google Scholar]

[14] Yin, K., Fauchille, A.-L., Di Filippo, E., Othmani, K., Branchu, S., Sciarra, G. and Kotronis. P. (2021d). “The influence of mixing orders on the microstructure of artificially prepared sand-clay mixtures.” Advances in Materials Science and Engineering 2021. [Google Scholar]

[15] Yin, K., Fauchille, A.-L., Kotronis, P. and Sciarra, G. (2020). “Influence of the sample preparation on the multi scale texture of sand clay simplified soils for geotechnical applications - MIP and X-ray Tomography raw data.” Mendeley Data, V1, doi: 10.17632/6vbyfyhd7y.1. [Google Scholar]