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    Particle manifold method (PMM): A new continuum‐discontinuum numerical model for geomechanics (English)

    In: International Journal for Numerical and Analytical Methods in Geomechanics ; 37 , 12 ; 1711-1736  ; 2013

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    Particle manifold method (PMM) is a new extension of the numerical manifold method (NMM). PMM uses a mathematical cover system to describe the motion and deformation of a particle‐based physical domain. By introducing the concept of particle into NMM, PMM takes the advantages of easy topological and contact operations with particles. In this article, the methodology, formulations and implementation of the method are presented, together with modelling examples for validation. It is found that good solutions for both continuous and discontinuous problems are obtained by the new developed PMM. Due to the underlying coupled continuum‐discontinuum property of PMM, it has great potential for modelling of geomechanical problems. Copyright © 2012 John Wiley & Sons, Ltd.

    Table of contents – Volume 37, Issue 12

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    The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.

    1691
    An anisotropic damage–plasticity model for saturated quasi‐brittle materials
    Hu, D. W. / Zhou, H. / Shao, J. F. et al. | 2013
    1711
    Particle manifold method (PMM): A new continuum‐discontinuum numerical model for geomechanics
    Sun, L. / Zhao, G.F. / Zhao, J. et al. | 2013
    1737
    An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis
    Zhan, Tony L. T. / Jia, G. W. / Chen, Y.‐M. / Fredlund, D. G. / Li, H. et al. | 2013
    1761
    Desiccation shrinkage of non‐clayey soils: multiphysics mechanisms and a microstructural model
    Hu, Liang Bo / Péron, Hervé / Hueckel, Tomasz / Laloui, Lyesse et al. | 2013
    1782
    Desiccation shrinkage of non‐clayey soils: a numerical study
    Hu, Liang Bo / Péron, Hervé / Hueckel, Tomasz / Laloui, Lyesse et al. | 2013
    1801
    A dynamic two‐phase flow model for air sparging
    Gao, Shengyan / Meegoda, Jay N. / Hu, Liming et al. | 2013
    1822
    Numerical modeling of fluid‐driven fractures in cohesive poroelastoplastic continuum
    Sarris, E. / Papanastasiou, P. et al. | 2013
    1847
    Using modified state surface approach to select parameter values in the Barcelona basic model
    Zhang, Xiong / Xiao, Ming et al. | 2013
    1867
    Development of an inverse analysis framework for extracting dynamic soil behavior and pore pressure response from downhole array measurements
    Groholski, David R. / Hashash, Youssef M. A. et al. | 2013
    1891
    Isogeometric finite element analysis of poroelasticity
    Irzal, Faisal / Remmers, Joris J. C. / Verhoosel, Clemens V. / de Borst, René et al. | 2013
    1908
    Forchheimer and added mass effects in the flow towards a well
    Nader, José Jorge et al. | 2013
    1911
    Reply of discussion of ‘Study on the action of the active earth pressure by variational limit equilibrium method’
    Li, Xinggao / Liu, Weining et al. | 2013
    1911
    Reply of discussion of `Study on the action of the active earth pressure by variational limit equilibrium method' : by Farshid Vahedifard, International Journal for Numerical and Analytical Methods in Geomechanics 2011; 35:1185-1188
    Li, X. / Liu, W. et al. | 2013

    How to get this title?

    Check access
    Download
    Commercial Copyright fee: €54.71 Basic fee: €4.00 Total price: €58.71
    Academic Copyright fee: €54.71 Basic fee: €2.00 Total price: €56.71

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