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An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure

International journal for numerical and analytical methods in geomechanics, 2013-01, Vol.37 (1), p.31-50

2013

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A cohesive damage-plasticity model for DEM and its application for numerical investigation of soft rock fracture properties

International journal of plasticity, 2017-11, Vol.98, p.175-196

2017

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A micromechanical investigation for the effects of pore size and its distribution on geopolymer foam concrete under uniaxial compression

Engineering fracture mechanics, 2019-03, Vol.209, p.228-244

2019

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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

International journal for numerical and analytical methods in geomechanics, 2008-08, Vol.32 (12), p.1537-1570

2008

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A DEM approach to study desiccation processes in slurry soils

Computers and geotechnics, 2020-04, Vol.120, p.103448, Article 103448

2020

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Soil curling process and its influencing factors

Canadian geotechnical journal, 2020-03, Vol.57 (3), p.408-422

2020

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Load-transfer platform behaviour in embankments supported on semi-rigid columns: implications of the ground reaction curve

Canadian geotechnical journal, 2017-08, Vol.54 (8), p.1158-1175

2017

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Confirmation of vehicle stability criteria through a combination of smoothed particle hydrodynamics and laboratory measurements

Journal of flood risk management, 2023-06, Vol.16 (2), p.n/a

2023

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Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media

Computers and geotechnics, 2021-10, Vol.138, p.104315, Article 104315

2021

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Failure Mechanism of True 2D Granular Flows

Journal of chemical engineering of Japan, 2015-01, Vol.48 (6), p.395-402

2015

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A coupled fluid-solid SPH approach to modelling flow through deformable porous media

International journal of solids and structures, 2017-10, Vol.125, p.244-264

2017

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Effects of specimen size and loading conditions on the fracture behaviour of asphalt concretes in the SCB test

Engineering fracture mechanics, 2021-02, Vol.242, p.107452, Article 107452

2021

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A general SPH framework for earthquake-induced landslide simulation

Japanese Geotechnical Society Special Publication, 2024, Vol.10 (19), p.680-685, Article v10.OS-8-05

2024

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A thermodynamics- and mechanism-based framework for constitutive models with evolving thickness of localisation band

International journal of solids and structures, 2020-03, Vol.187, p.100-120

2020

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Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks

Journal of geotechnical and geoenvironmental engineering, 2024-01, Vol.150 (1)

2024

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A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media

Computer methods in applied mechanics and engineering, 2022-11, Vol.401, p.115614, Article 115614

2022

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A general SPH framework for transient seepage flows through unsaturated porous media considering anisotropic diffusion

Computer methods in applied mechanics and engineering, 2021-12, Vol.387, p.114169, Article 114169

2021

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A new SPH-based continuum framework with an embedded fracture process zone for modelling rock fracture

International journal of solids and structures, 2019-03, Vol.159, p.40-57

2019

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A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation

Landslides, 2017-02, Vol.14 (1), p.69-81

2017

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DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials

Journal of geotechnical and geoenvironmental engineering, 2024-07, Vol.150 (7)

2024

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Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks

Rock mechanics and rock engineering, 2024-09, Vol.57 (9), p.7253-7269

2024

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Kinematics of soil arching in piled embankments

Géotechnique, 2019-11, Vol.69 (11), p.941-958

2019

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Serviceability design for geosynthetic reinforced column supported embankments

Geotextiles and geomembranes, 2017-08, Vol.45 (4), p.261-279

2017

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Correction: Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks

Rock mechanics and rock engineering, 2024-10, Vol.57 (10), p.8923-8923

2024

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Incorporation of micro-cracking and fibre bridging mechanisms in constitutive modelling of fibre reinforced concrete

Journal of the mechanics and physics of solids, 2019-12, Vol.133, p.103732, Article 103732

2019

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An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure

A cohesive damage-plasticity model for DEM and its application for numerical investigation of soft rock fracture properties

A micromechanical investigation for the effects of pore size and its distribution on geopolymer foam concrete under uniaxial compression

Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

A DEM approach to study desiccation processes in slurry soils

Soil curling process and its influencing factors

Load-transfer platform behaviour in embankments supported on semi-rigid columns: implications of the ground reaction curve

Confirmation of vehicle stability criteria through a combination of smoothed particle hydrodynamics and laboratory measurements

Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media

Failure Mechanism of True 2D Granular Flows

A coupled fluid-solid SPH approach to modelling flow through deformable porous media

Effects of specimen size and loading conditions on the fracture behaviour of asphalt concretes in the SCB test

A general SPH framework for earthquake-induced landslide simulation

A thermodynamics- and mechanism-based framework for constitutive models with evolving thickness of localisation band

Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks

A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media

A general SPH framework for transient seepage flows through unsaturated porous media considering anisotropic diffusion

A new SPH-based continuum framework with an embedded fracture process zone for modelling rock fracture

A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation

DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials

Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks

Kinematics of soil arching in piled embankments

Serviceability design for geosynthetic reinforced column supported embankments

Correction: Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks

Incorporation of micro-cracking and fibre bridging mechanisms in constitutive modelling of fibre reinforced concrete

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