A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media
Seepage-induced internal erosion and failure in unsaturated/saturated porous media is
challenging for computational simulations as they involve the behaviour, interactions (solid …
challenging for computational simulations as they involve the behaviour, interactions (solid …
A general SPH framework for transient seepage flows through unsaturated porous media considering anisotropic diffusion
Abstract The Smoothed Particle Hydrodynamics (SPH) method has become a popular
numerical tool to solve many challenging engineering applications. However, its application …
numerical tool to solve many challenging engineering applications. However, its application …
A computationally efficient SPH framework for unsaturated soils and its application to predicting the entire rainfall-induced slope failure process
The first and fully validated smoothed particle hydrodynamics (SPH) model is presented to
tackle coupled flow–deformation problems in unsaturated porous media that undergo large …
tackle coupled flow–deformation problems in unsaturated porous media that undergo large …
[HTML][HTML] An effective and stabilised (u− pl) SPH framework for large deformation and failure analysis of saturated porous media
Particle-based methods such as SPH have been proven to be powerful numerical tools for
addressing challenges in solving coupled large deformation and failure of porous materials …
addressing challenges in solving coupled large deformation and failure of porous materials …
[PDF][PDF] State of the Art Report. Advances in Unsaturated Soil Mechanics: Constitutive modelling, experimental investigation, and field instrumentation
This state-of-the-art covers advances in the constitutive modelling, experimental
investigation and field measurement of suction for unsaturated soils. It consists of three …
investigation and field measurement of suction for unsaturated soils. It consists of three …
A computational periporomechanics model for localized failure in unsaturated porous media
This article is devoted to a computational plastic periporomechanics model for localized
failure in unsaturated porous media assuming passive atmospheric pressure. The …
failure in unsaturated porous media assuming passive atmospheric pressure. The …
[HTML][HTML] SPH simulation of earthquake-induced liquefaction and large deformation behaviour of granular materials using SANISAND constitutive model
Earthquake-induced liquefaction and consequent failure of geomaterials have been
recognised as a geohazard that causes significant damage to geotechnical infrastructures …
recognised as a geohazard that causes significant damage to geotechnical infrastructures …
A rate-and pressure-dependent damage-plasticity constitutive model for rock
A new damage-plasticity constitutive model which takes account of the effect of confining
pressure and strain rate on the strength and post-peak behaviour is proposed for rock …
pressure and strain rate on the strength and post-peak behaviour is proposed for rock …
A stabilized computational nonlocal poromechanics model for dynamic analysis of saturated porous media
In this article we formulate a stable computational nonlocal poromechanics model for
dynamic analysis of saturated porous media. As a novelty, the stabilization formulation …
dynamic analysis of saturated porous media. As a novelty, the stabilization formulation …
Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy
In this paper, we present a novel framework for solving boundary and initial-value problems
involving multiphase granular soils under monotonic, cyclic, and dynamic loads. To achieve …
involving multiphase granular soils under monotonic, cyclic, and dynamic loads. To achieve …