IMMC
![]() | A phase-field discrete elements model applied to granular material Researcher: Alexandre Sac-Morane Supervisor(s): Hadrien Rattez The main goal of the research project is to combine a phase-field modelization with a discrete elements modelization. This new approach is then applied to granular material to investigate the effects of the environment. A model is built and will be calibrated by experiments. |
![]() | Influence of soil saturation on earthen embankments failure by overtopping Researcher: Nathan Delpierre Supervisor(s): Sandra Soares Frazao, Hadrien Rattez In the current context of climate change and aging infrastructure, the failure of earthen dikes is becoming a critical issue. Dikes have an essential protection role in flood defense, coastal protection or for the storage of mining industry waste. The objective of the research is to develop and validate a simulation model to take into account the effect of saturation of the dike material on its stability when it is subjected to overtopping flows, which alone cause 34% of failures (Costa, 1985). For this purpose, a complete simulation model will be developed, taking into account the internal and external flows as well as the erosion and the consequences on the evolution of the stability of the dam. The originality of this project lies in the multidisciplinary approach that takes into account the evolution of the dike both from a hydraulic and hydrogeological point of view (water content, flow velocity and surface erosion) but also from the point of view of the geomechanics and thus of the intrinsic stability of the dike. Laboratory experiments will be carried out in order to validate the model experimentally. At this level, the novelty brought by this project is the control of the evolution of the water content of the dike in real time with pressure gauges and tensiometers. The acquired data will allow to calibrate the model and to confirm the key role of the initial saturation in the dam failure. Finally, based on the critical characteristics defined in terms of dike saturation, a study on large-scale monitoring techniques will be carried out. In particular, the possibility of using technologies such as photogrammetry or GPR (Ground Penetrating Radar) to determine the degree of saturation of a soil will be investigated in the context of dike monitoring. |