Open Access
Issue |
E3S Web Conf.
Volume 642, 2025
5th European Conference on Unsaturated Soils and Biotechnology applied to Geotechnical Engineering (EUNSAT2025 + BGE)
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Article Number | 04004 | |
Number of page(s) | 6 | |
Section | EUNSAT2025 - Studies on Coupled Phenomena | |
DOI | https://doi.org/10.1051/e3sconf/202564204004 | |
Published online | 14 August 2025 |
- Kayser, T.; Baille, W.; Tafili, M.; Wichtmann, T. Coupled Hydro-Mechanical Behaviour of a Kaolin Clay in the Context of the Geothermal Use of Geotechnical Structures. E3S Web of Conferences 2023, 382, 1–6, doi:10.1051/e3sconf/202338223002. [Google Scholar]
- Liu, J.; Zhou, C.; Tang, A.M. Thermo-Hydro- Mechanical Behaviour of Energy Tunnel in Unsaturated Soils. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research 2024, 153, 1–17, doi:10.1016/j.tust.2024.106012. [Google Scholar]
- Zhao, Y.; Shi, Z.; Ai, Z. Time-Dependent Behaviors of Energy Piles Embedded in Multilayered Saturated Transversely Isotropic Soils. Underground Space 2024, 1–13, doi:10.1016/j.undsp.2024.07.009. [Google Scholar]
- Dai, Q.; Li, Z. Long-Term Mechanical Performance of Geothermal Diaphragm Walls in Stiff Clay. Tunnelling and Underground Space Technology 2019, 94, 1–21, doi:10.1016/j.tust.2019.103113. [Google Scholar]
- Pico, M.; Mašín, D. Coupled Thermo-Hydro- Mechanical Hypoplastic Model for Partially Saturated Fine-Grained Soils under Monotonic and Cyclic Loading. Comput Geotech 2024, 172, 1–19, doi:10.1016/j.compgeo.2024.106447. [Google Scholar]
- Pico, M.; Mašín, D.; Fuentes, W. Coupled Hydro- Mechanical Hypoplastic Model for Partially Saturated Soils under Monotonic and Cyclic Loading. Acta Geotech 2024, 19, 7049–7073, doi:10.1007/s11440-024-02371-3. [Google Scholar]
- Ghembaza, M.S.; Taïbi, S.; Fleureau, J.M. New Thermal Triaxial Apparatus for Unsaturated Soils Using the Osmotic Method. Arabian Journal of Geosciences 2015, 8, 3365–3380, doi:10.1007/s12517-014-1471-2. [Google Scholar]
- Nishimura, T. On the Thermal Hydro Mechanical Chemical Behavior of Bentonite Sand Mixture. E3S Web of Conferences 2023, 382, 1–6, doi:10.1051/e3sconf/202338214007. [Google Scholar]
- Duque, J.; Roháč, J.; Mašín, D.; Najser, J. Experimental Investigation on Malaysian Kaolin under Monotonic and Cyclic Loading: Inspection of Undrained Miner’s Rule and Drained Cyclic Preloading. Acta Geotech 2022, 17, 4953–4975, doi:10.1007/s11440-022-01643-0. [Google Scholar]
- Polo-Mendoza, R.; Mašín, D.; Duque, J.; Najser, J. Miner’s Rule on Sand and Kaolin under One- Dimensional Conditions: Experimental Evidence and Numerical Inspection with Hypoplasticity. Géotechnique Letters 2024, 14, 1–6, doi:10.1680/jgele.23.00109. [Google Scholar]
- Burland, J.B. On the Compressibility and Shear Strength of Natural Clays. Géotechnique 1990, 40, 329–378, doi:10.1680/geot.1990.40.3.329. [Google Scholar]
- Mašín, D. Chapter 7: Advanced Modelling Approaches. In Modelling of Soil Behaviour with Hypoplasticity, Springer Series in Geomechanics and Geoengineering; Wu, W., Ed.; Springer: Cham, Switzerland, 2019; pp. 119–189. [Google Scholar]
- Thanh Duong, N.; Van Hao, D. Consolidation Characteristics of Artificially Structured Kaolin- Bentonite Mixtures with Different Pore Fluids. Advances in Civil Engineering 2020, 1–9, doi:10.1155/2020/8856404. [Google Scholar]
- Mahardika, A.G.; Mulya, E.S.; Biantoro, A.W.; Setiawan, D.; Ariostar; Nuryono, B.; Ramady, D.G. Analysis of Soil Compaction Using Proctor Standards in Highway Construction Design. J Phys Conf Ser 2021, 1933, 1–6, doi:10.1088/1742-6596/1933/1/012084. [Google Scholar]
- Lu, N. Revisiting Axis Translation for Unsaturated Soil Testing. Journal of Geotechnical and Geoenvironmental Engineering 2019, 145, 02819001, doi:10.1061/(ASCE)GT.1943-5606.0002055. [Google Scholar]
- Vanapalli, S.K.; Nicotera, M.V.; Sharma, R.S. Axis Translation and Negative Water Column Techniques for Suction Control. Geotechnical and Geological Engineering 2008, 26, 645–660, doi:10.1007/s10706-008-9206-3. [Google Scholar]
- Hoyos, L.R.; Laloui, L.; Vassallo, R. Mechanical Testing in Unsaturated Soils. Geotechnical and Geological Engineering 2008, 26, 675–689, doi:10.1007/s10706-008-9200-9. [Google Scholar]
- Al-Mahbashi, A.M.; Al-Shamrani, M.A.; Abbas, M.F. Hydromechanical Behavior of Unsaturated Expansive Clay under Repetitive Loading. Journal of Rock Mechanics and Geotechnical Engineering 2021, 13, 1136–1146, doi:10.1016/j.jrmge.2021.05.002. [Google Scholar]
- Ghasemi-Fare, O.; Basu, P. Influences of Ground Saturation and Thermal Boundary Condition on Energy Harvesting Using Geothermal Piles. Energy Build 2018, 165, 340–351, doi:10.1016/j.enbuild.2018.01.030. [Google Scholar]
- Ahmad, S.; Rizvi, Z.H.; Wuttke, F. Unveiling Soil Thermal Behavior under Ultra-High Voltage Power Cable Operations. Sci Rep 2025, 15, 1–17, doi:10.1038/s41598-025-91831-1. [Google Scholar]
- Chae, H.; Nagano, K.; Sakata, Y.; Katsura, T.; Serageldin, A.A.; Kondo, T. Analysis of Relaxation Time of Temperature in Thermal Response Test for Design of Borehole Size. Energies (Basel) 2020, 13, 1–20, doi:10.3390/en13133297. [Google Scholar]
- Uchaipichat, A.; Khalili, N. Experimental Investigation of Thermo-Hydro-Mechanical Behaviour of an Unsaturated Silt. Géotechnique 2009, 59, 339–353, doi:10.1680/geot.2009.59.4.339. [Google Scholar]
- Sheridan, B.; Bagheri, M.; Rezania, M. Thermal Creep and Stress Relaxation of London Clay. International Journal of Geomechanics 2024, 24, 04024043, doi:10.1061/IJGNAI.GMENG-9074. [Google Scholar]
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