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The unsaturated characteristics of natural loess in slopes, New Zealand

Géotechnique, 2023-10, Vol.73 (10), p.871-884

2023

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Cavity expansion in unsaturated soils exhibiting hydraulic hysteresis considering three drainage conditions

International journal for numerical and analytical methods in geomechanics, 2015-12, Vol.39 (18), p.1975-2016

2015

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Bearing capacity of strip footings on unsaturated soils by the slip line theory

Computers and geotechnics, 2016-04, Vol.74, p.122-131

2016

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Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion

Canadian geotechnical journal, 2020-11, Vol.57 (11), p.1684-1694

2020

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Bearing Capacity of Shallow Foundations in Unsaturated Soil Considering Hydraulic Hysteresis and Three Drainage Conditions

International journal of geomechanics, 2017-06, Vol.17 (6)

2017

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Estimations of water retention curves for fine-grained soils and tailings using their fractal particle size distributions

E3S Web of Conferences, 2023, Vol.382, p.16002

2023

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A bounding surface plasticity model for sands exhibiting particle crushing

Canadian geotechnical journal, 2004-12, Vol.41 (6), p.1179-1192

2004

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Crack development in transversely isotropic sandstone discs subjected to Brazilian tests observed using digital image correlation

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2019-07, Vol.119, p.211-221

2019

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Failure, crack initiation and the tensile strength of transversely isotropic rock using the Brazilian test

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2019-10, Vol.122, p.104073, Article 104073

2019

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Pore shapes, volume distribution and orientations in monodisperse granular assemblies

Granular matter, 2015-12, Vol.17 (6), p.727-742

2015

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Drained cavity expansions in soils of finite radial extent subjected to two boundary conditions

International journal for numerical and analytical methods in geomechanics, 2013-03, Vol.37 (4), p.331-352

2013

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Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading

Journal of geotechnical and geoenvironmental engineering, 2021-07, Vol.147 (7)

2021

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Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio

Journal of geotechnical and geoenvironmental engineering, 2020-01, Vol.146 (1)

2020

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Microstructural pore changes and energy dissipation in Gosford sandstone during pre-failure loading using X-ray CT

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-01, Vol.57, p.119-131

2013

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Reply to the discussion by Dallo on “Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion”

Canadian geotechnical journal, 2021-01, Vol.58 (1), p.154-154

Russell, Adrian R.

2021

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The fall cone test in unsaturated soil and tailings pastes

Géotechnique, 2022-03, Vol.72 (3), p.274-281

2022

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A sample formation procedure to obtain homogeneous post-erosion particle size distribution

E3S Web of Conferences, 2019, Vol.92, p.2015

2019

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Cyclic resistance of a decomposed granite

E3S Web of Conferences, 2019, Vol.92, p.8009

2019

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Drained volumetric behaviour and static liquefaction of very loose sand reinforced with synthetic fibres

E3S Web of Conferences, 2019, Vol.92, p.12001

2019

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Cone penetration tests in unsaturated silty sands

Canadian geotechnical journal, 2016-03, Vol.53 (3), p.431-444

2016

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Interaction between Retaining Walls and Unsaturated Soils in Experiments and Using Slip Line Theory

Journal of engineering mechanics, 2017-04, Vol.143 (4)

2017

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Strain rate dependency of uniaxial tensile strength in Gosford sandstone by the Distinct Lattice Spring Model with X-ray micro CT

International journal of solids and structures, 2014-04, Vol.51 (7-8), p.1587-1600

2014

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Slip line theory applied to a retaining wall–unsaturated soil interaction problem

Computers and geotechnics, 2014-01, Vol.55, p.416-428

2014

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Contours of saturated and unsaturated overhanging slopes at limiting equilibrium condition

International journal for numerical and analytical methods in geomechanics, 2020-01, Vol.44 (1), p.93-116

2020

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Internal erosion of a gap-graded soil and influences on the critical state

Acta geotechnica, 2024-08, Vol.19 (8), p.5363-5381

2024

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The unsaturated characteristics of natural loess in slopes, New Zealand

Cavity expansion in unsaturated soils exhibiting hydraulic hysteresis considering three drainage conditions

Bearing capacity of strip footings on unsaturated soils by the slip line theory

Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion

Bearing Capacity of Shallow Foundations in Unsaturated Soil Considering Hydraulic Hysteresis and Three Drainage Conditions

Estimations of water retention curves for fine-grained soils and tailings using their fractal particle size distributions

A bounding surface plasticity model for sands exhibiting particle crushing

Crack development in transversely isotropic sandstone discs subjected to Brazilian tests observed using digital image correlation

Failure, crack initiation and the tensile strength of transversely isotropic rock using the Brazilian test

Pore shapes, volume distribution and orientations in monodisperse granular assemblies

Drained cavity expansions in soils of finite radial extent subjected to two boundary conditions

Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading

Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio

Microstructural pore changes and energy dissipation in Gosford sandstone during pre-failure loading using X-ray CT

Reply to the discussion by Dallo on “Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion”

The fall cone test in unsaturated soil and tailings pastes

A sample formation procedure to obtain homogeneous post-erosion particle size distribution

Cyclic resistance of a decomposed granite

Drained volumetric behaviour and static liquefaction of very loose sand reinforced with synthetic fibres

Cone penetration tests in unsaturated silty sands

Interaction between Retaining Walls and Unsaturated Soils in Experiments and Using Slip Line Theory

Strain rate dependency of uniaxial tensile strength in Gosford sandstone by the Distinct Lattice Spring Model with X-ray micro CT

Slip line theory applied to a retaining wall–unsaturated soil interaction problem

Contours of saturated and unsaturated overhanging slopes at limiting equilibrium condition

Internal erosion of a gap-graded soil and influences on the critical state

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