“…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
“…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
“…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.…”
“…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.…”
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