土壤流化分析中物质点法的验证

IF 3.4 3区 工程技术 Q1 MECHANICS
Marco Bolognin , Mario Martinelli , Klaas J. Bakker , Sebastiaan N. Jonkman
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引用次数: 0

摘要

本文的主要目的是描述和分析通过应用水力梯度进行流化的垂直柱试验的建模。物质点法(MPM)的最新进展,允许研究静止和非静止流体流动,同时与固相相互作用。土的流化起始和后流化过程将采用先进的MPM公式(双点)进行研究,其中固体和液相的行为分别进行评估,并为它们每个分配一组物质点(MPs)。这些模拟结果与解析解和实验室实验结果进行了比较。这项工作被用作Anura3D软件中MPM双点公式的基准测试,并验证该软件在未来可能的工程应用中的可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Validation of material point method for soil fluidisation analysis

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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CiteScore
5.90
自引率
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1240
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