Validation of material point method for soil fluidisation analysis

被引:0
|
作者
Marco Bolognin
Mario Martinelli
Klaas J. Bakker
Sebastiaan N. Jonkman
机构
[1] Delft University of Technology,
[2] Deltares,undefined
来源
Journal of Hydrodynamics | 2017年 / 29卷
关键词
Material point method; fluidization; liquefaction;
D O I
暂无
中图分类号
学科分类号
摘要
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.
引用
收藏
页码:431 / 437
页数:6
相关论文
共 50 条
  • [1] Validation of material point method for soil fluidisation analysis
    Bolognin, Marco
    Martinelli, Mario
    Bakker, Klaas J.
    Jonkman, Sebastiaan N.
    JOURNAL OF HYDRODYNAMICS, 2017, 29 (03) : 431 - 437
  • [2] Validation of material point method for soil fluidisation analysis
    Bolognin, Marco
    Martinelli, Mario
    Bakker, Klaas J.
    Jonkman, Sebastiaan N.
    PROCEEDINGS OF THE 1ST INTERNATIONAL CONFERENCE ON THE MATERIAL POINT METHOD (MPM 2017), 2017, 175 : 233 - 241
  • [3] Validation of material point method for soil fluidisation analysis
    Marco Bolognin
    Mario Martinelli
    Klaas J.Bakker
    Sebastiaan N.Jonkman
    JournalofHydrodynamics, 2017, 29 (03) : 431 - 437
  • [4] MODELLING FLUIDISATION AND SEDIMENTATION USING MATERIAL POINT METHOD
    Martinelli, M.
    Rohe, A.
    PROCEEDINGS OF THE 1ST PAN-AMERICAN CONGRESS ON COMPUTATIONAL MECHANICS AND XI ARGENTINE CONGRESS ON COMPUTATIONAL MECHANICS, 2015, : 89 - 100
  • [5] Large deformation failure analysis of the soil slope based on the material point method
    Peng Huang
    Shun-li Li
    Hu Guo
    Zhi-ming Hao
    Computational Geosciences, 2015, 19 : 951 - 963
  • [6] Large deformation failure analysis of the soil slope based on the material point method
    Huang, Peng
    Li, Shun-li
    Guo, Hu
    Hao, Zhi-ming
    COMPUTATIONAL GEOSCIENCES, 2015, 19 (04) : 951 - 963
  • [7] Granular Material Point Method: unsaturated soil modelling
    Solowski, Wojciech T.
    Seyedan, Seyedmohammadjavad
    GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT, 2023, 34
  • [8] Formulation and validation of a quasi-static Material Point Method
    Beuth, L.
    Benz, I.
    Vermeer, P. A.
    Coetzee, C. J.
    Bonnier, P.
    van den Berg, P.
    NUMERICAL MODELS IN GEOMECHANICS: NUMOG X, 2007, : 189 - 195
  • [9] Simulation of cone penetration in soil using the material point method
    Bisht, Vibhav
    Salgado, Rodrigo
    Prezzi, Monica
    COMPUTERS AND GEOTECHNICS, 2024, 172
  • [10] MATERIAL POINT METHOD IN STRUCTURE ANALYSIS OF CRYSTALS
    SHCHEDRI.BM
    BELOV, NV
    ZHIDKOV, NP
    DOKLADY AKADEMII NAUK SSSR, 1966, 170 (05): : 1070 - &