Validation of material point method for soil fluidisation analysis

Journal Article (2017)
Author(s)

Marco Bolognin (TU Delft - Hydraulic Structures and Flood Risk)

Mario Martinelli (Deltares)

Klaas Jan Bakker (TU Delft - Hydraulic Structures and Flood Risk)

Bas Jonkman (TU Delft - Hydraulic Structures and Flood Risk)

Research Group
Hydraulic Structures and Flood Risk
DOI related publication
https://doi.org/10.1016/S1001-6058(16)60753-9
More Info
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Publication Year
2017
Language
English
Research Group
Hydraulic Structures and Flood Risk
Issue number
3
Volume number
29
Pages (from-to)
431-437

Abstract

The main aim of this paper is to describe and analyse the modelling of vertical column tests that undergo fluidisation by the application of a hydraulic gradient. A recent advancement of the material point method (MPM), allows studying both stationary and non-stationary fluid flow while interacting with the solid phase. The fluidisation initiation and post-fluidisation processes of the soil will be investigated with an advanced MPM formulation (Double Point) in which the behavior of the solid and the liquid phase is evaluated separately, assigning to each of them a set of material points (MPs). The result of these simulations are compared to analytic solutions and measurements from laboratory experiments. This work is used as a benchmark test for the MPM double point formulation in the Anura3D software and to verify the feasibility of the software for possible future engineering applications.

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