Journal ArticleDOI
Iterative dynamic analysis of linear and nonlinear fully saturated porous media considering edge-based smoothed meshfree techniques
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TLDR
In this paper, a weaker weak formulation based on the edges of triangular cells obtained by a Delaunay triangulation is considered, framing the so-called edge-based smoothed domains.About:
This article is published in Computer Methods in Applied Mechanics and Engineering.The article was published on 2013-01-01. It has received 15 citations till now. The article focuses on the topics: Meshfree methods & Smoothed finite element method.read more
Citations
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Fully coupled elastoplastic hydro-mechanical analysis of unsaturated porous media using a meshfree method
Journal ArticleDOI
p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations
TL;DR: In this paper, an improved p - y curve method is proposed by considering the influence of the excitation frequency, which is used for analysis of a segment of an offshore monopile foundation placed in different depths.
Journal ArticleDOI
A stabilized iterative scheme for coupled hydro-mechanical systems using reproducing kernel particle method
Yongning Xie,Gang Wang +1 more
TL;DR: In this article, a novel iterative coupling scheme is developed for solving coupled hydro-mechanical problems using reproducing kernel particle method, which calls the fluid and the solid solvers sequentially and iteratively until convergent solutions are obtained.
Journal ArticleDOI
An edge-based smoothed point interpolation method for elasto-plastic coupled hydro-mechanical analysis of saturated porous media
TL;DR: In this paper, an edge-based smoothed point interpolation method is adopted for coupled hydro-mechanical analysis of saturated porous media with elasto-plastic behavior.
Journal ArticleDOI
Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems
TL;DR: In this article , a two-phase one-point stable node-based particle finite element method (SNS-PFEM) was proposed for solving large deformation hydromechanical coupled geotechnical problems.
References
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Journal ArticleDOI
General Theory of Three‐Dimensional Consolidation
TL;DR: In this article, the number of physical constants necessary to determine the properties of the soil is derived along with the general equations for the prediction of settlements and stresses in three-dimensional problems.
Journal ArticleDOI
Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range
TL;DR: In this article, a theory for the propagation of stress waves in a porous elastic solid containing compressible viscous fluid is developed for the lower frequency range where the assumption of Poiseuille flow is valid.
Journal ArticleDOI
Über die partiellen Differenzengleichungen der mathematischen Physik
TL;DR: In this paper, the authors present a Gebrauch bestimmt ausschließlich für den persönlichen, nicht kommerziellen Gebrauchs, which is a rechtschutzbestimmter gebrauch, and gilt vorbehaltlich der folgenden Einschränkungen.
Journal ArticleDOI
Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. II. Higher Frequency Range
TL;DR: In this paper, the theory of propagation of stress waves in a porous elastic solid developed in Part I for the low-frequency range is extended to higher frequencies, and the breakdown of Poiseuille flow beyond the critical frequency is discussed for pores of flat and circular shapes.
Journal ArticleDOI
Mechanics of deformation and acoustic propagation in porous media
TL;DR: In this paper, a unified treatment of the mechanics of deformation and acoustic propagation in porous media is presented, and some new results and generalizations are derived, including anisotropic media, solid dissipation, and other relaxation effects.
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