Integrated Physical and Numerical Modelling to Study the Hydro-Mechanical Response of a River Embankment
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34761-0_69
Reference8 articles.
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2. Michelazzo, G., Paris, E., Solari, L.: On the vulnerability of river levees induced by seepage. J. Flood Risk Manag. 11, 677–686 (2018)
3. Ventini, R., Dodaro, E., Gragnano, C.G., Giretti, D., Pirone, M.: Experimental and numerical investigations of a river embankment model under transient seepage conditions. Geosciences 11(5), 192 (2021)
4. Ventini, R., Pirone, M., Mancuso, C.: Soil water retention curves of a silty clayey sand compacted at different dry density. In: Proceedings of the 8th International Conference on Unsaturated Soils “Towards Unsaturated Soils Engineering”, UNSAT, 2–5 May 2023, Milos, Greece (2023). https://doi.org/10.1051/e3sconf/202338209007
5. Girardi, V., et al.: Numerical study of uplift induced levee failure for the design of a centrifuge test. In: Fifth International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University, Nicosia, TRNC (2022)
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