A stable meshfree method for fully coupled flow-deformation analysis of saturated porous media

Khoshghalb, Arman; Khalili, Nasser

doi:10.1016/j.compgeo.2010.06.005

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Introduction4

Construction Of the Shape Functions1

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Cited by 49 publications

(25 citation statements)

References 42 publications

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“…is the number of nodes in the compact support domain of the point of interest, and is the number of monomial terms. Detailed discerption of derivation of shape functions can be found in previous works [10][11][12][13][14].…”

Section: Construction Of the Shape Functionsmentioning

confidence: 99%

A Cell-Based Smoothed Point Interpolation Method for Axisymmetric Problems

Tootoonchi¹,

Khoshghalb²

2016

Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016)

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Section: Construction Of the Shape Functionsmentioning

confidence: 99%

A Cell-Based Smoothed Point Interpolation Method for Axisymmetric Problems

Tootoonchi¹,

Khoshghalb²

2016

Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016)

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“…SchreyerBennethum [15] developed a theoretical foundation for flow and deformation in a highly interacting porous media, assuming that the porous material consists of a solid phase and liquid phase. Khoshghalb and Khalili [16] proposed a fully coupled meshfree algorithm to simulate the flow-deformation analysis of saturated porous media. The proposed model was effective in simulating the * Corresponding author.…”

Section: Introductionmentioning

confidence: 99%

Study of the effects of stress sensitivity on the permeability and porosity of fractal porous media

Tan

Liu

et al. 2015

Physics Letters A

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“…Maghoulaet al [37] applied a boundary integral formulation for dynamic behavior analysis of unsaturated soils. Khoshghalib and Khalili [30] used a meshless radial point interpolation to solve the fully coupled Biot's equations. Soares [49] formulated an edge-based smoothed weak meshless formulation by Delaunay triangulation to perform an iterative dynamic analysis of linear and nonlinear fully saturated porous media.…”

Section: Introductionmentioning

confidence: 99%