Sand slope failures: experimental and numerical advances
From static to dynamic processes by means of Material Point Method analyses
M. Bolognin (TU Delft - Civil Engineering & Geosciences)
S.N. Jonkman – Promotor (TU Delft - Civil Engineering & Geosciences)
P.J. Vardon – Promotor (TU Delft - Civil Engineering & Geosciences)
M.A. Hicks – Promotor (TU Delft - Civil Engineering & Geosciences)
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Abstract
This dissertation focuses on validating the Material Point Method (MPM) for analyzing underwater flow slides and slope stability issues to enhance understanding and predictive capabilities. By addressing the complexities of multi-phase, multi-physics, and multi-scale problems, the research aims to establish a reliable numerical solution for simulating these phenomena, which are critical for flood defense systems. The research bridges gaps in knowledge by integrating experimental data, advanced numerical modeling, and validation studies.