An effective and stabilised \((\mathbf{u} - \boldsymbol{p_l})\) SPH framework for large deformation and failure analysis of saturated porous media
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Publication:2693444
DOI10.1016/j.cma.2023.115967OpenAlexW4323051662MaRDI QIDQ2693444
Yanjian Lian, Ha H. Bui, Giang D. Nguyen, Asadul Haque
Publication date: 20 March 2023
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2023.115967
large deformationSPHcoupled flow-deformation analysisretrogressive failurethree-point integration (TPI)
Uses Software
Cites Work
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- A stabilized fractional step, Runge-Kutta Taylor SPH algorithm for coupled problems in geomechanics
- Extrapolating B splines for interpolation
- Conduction modelling using smoothed particle hydrodynamics
- Smoothed particle hydrodynamics: Some recent improvements and applications
- \(u\)-\(w\) formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme
- One-dimensional transient wave propagation in fluid-saturated incompressible porous media
- A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media
- Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems
- Dynamic analysis of large deformation problems in saturated porous media by smoothed particle finite element method
- Stress-particle smoothed particle hydrodynamics: an application to the failure and post-failure behaviour of slopes
- Coupling total Lagrangian SPH-EISPH for fluid-structure interaction with large deformed hyperelastic solid bodies
- A general SPH framework for transient seepage flows through unsaturated porous media considering anisotropic diffusion
- An improved SPH method: Towards higher-order convergence
- A depth-integrated, coupled SPH model for flow-like landslides and related phenomena
- Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
- Consolidation analysis of elasto-plastic soil
- Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models
- Smoothed particle hydrodynamics: theory and application to non-spherical stars
- THE PARTICLE FINITE ELEMENT METHOD — AN OVERVIEW
- On the stable finite element procedures for dynamic problems of saturated porous media
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