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Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes

Engineering geology, 2014-09, Vol.179, p.102-116

2014

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Formulation and solution of some plasticity problems as conic programs

International journal of solids and structures, 2007-03, Vol.44 (5), p.1533-1549

2007

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Lower bound limit analysis using non-linear programming

International journal for numerical methods in engineering, 2002-10, Vol.55 (5), p.573-611

2002

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An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods

Soils and foundations, 2019-04, Vol.59 (2), p.556-569

2019

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Three-dimensional stability charts for slopes based on limit analysis methods

Canadian geotechnical journal, 2010-12, Vol.47 (12), p.1316-1334

2010

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Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods

International journal of geomechanics, 2017-02, Vol.17 (2)

2017

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Upper bound limit analysis using linear finite elements and non-linear programming

International journal for numerical and analytical methods in geomechanics, 2002-02, Vol.26 (2), p.181-216

2002

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Statistical homogenization of elastic properties of cement paste based on X-ray microtomography images

International journal of solids and structures, 2013-03, Vol.50 (5), p.699-709

2013

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An interior-point algorithm for elastoplasticity

International journal for numerical methods in engineering, 2007-01, Vol.69 (3), p.592-626

2007

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Stability charts for rock slopes based on the Hoek–Brown failure criterion

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2008-07, Vol.45 (5), p.689-700

2008

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A C2 continuous approximation to the Mohr–Coulomb yield surface

International journal of solids and structures, 2011-10, Vol.48 (21), p.3001-3010

2011

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Ultimate lateral pressure of two side-by-side piles in clay

Géotechnique, 2013-07, Vol.63 (9), p.733-745

2013

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Two- and three-dimensional bearing capacity of footings in sand

Géotechnique, 2007-10, Vol.57 (8), p.647-662

2007

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Boundary effects of rainfall-induced landslides

Computers and geotechnics, 2014-09, Vol.61, p.341-354

2014

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Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods

International journal of geomechanics, 2015-06, Vol.15 (3)

2015

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Particle finite element analysis of large deformation and granular flow problems

Computers and geotechnics, 2013-10, Vol.54, p.133-142

2013

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Probabilistic stability assessment using adaptive limit analysis and random fields

Acta geotechnica, 2017-08, Vol.12 (4), p.937-948

2017

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Associated computational plasticity schemes for nonassociated frictional materials

International journal for numerical methods in engineering, 2012-06, Vol.90 (9), p.1089-1117

2012

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Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek–Brown criterion

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2006-09, Vol.43 (6), p.920-937

2006

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Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay

International journal of geomechanics, 2016-04, Vol.16 (2)

2016

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Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion

Computers and geotechnics, 2011-06, Vol.38 (4), p.546-558

2011

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Determination of the amount of infiltration supply according to the data of low-water runoff in a tailing storage area

Izvestija vyss̆yh uc̆ebnyh zavedenij. Geologija i razvedka, 2022-10 (2), p.80-91

Lyamin, I. A.

2022

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Granular contact dynamics using mathematical programming methods

Computers and geotechnics, 2012-06, Vol.43, p.165-176

2012

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The Role of the Glymphatic Clearance System in the Mechanisms of the Interactions of the Sleep–Waking Cycle and the Development of Neurodegenerative Processes

Neuroscience and behavioral physiology, 2024-02, Vol.54 (2), p.199-204

2024

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Effect of loading direction on the ultimate lateral soil pressure of two piles in clay

Géotechnique, 2013-10, Vol.63 (13), p.1170-1175

2013

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Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes

Formulation and solution of some plasticity problems as conic programs

Lower bound limit analysis using non-linear programming

An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods

Three-dimensional stability charts for slopes based on limit analysis methods

Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods

Upper bound limit analysis using linear finite elements and non-linear programming

Statistical homogenization of elastic properties of cement paste based on X-ray microtomography images

An interior-point algorithm for elastoplasticity

Stability charts for rock slopes based on the Hoek–Brown failure criterion

A C2 continuous approximation to the Mohr–Coulomb yield surface

Ultimate lateral pressure of two side-by-side piles in clay

Two- and three-dimensional bearing capacity of footings in sand

Boundary effects of rainfall-induced landslides

Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods

Particle finite element analysis of large deformation and granular flow problems

Probabilistic stability assessment using adaptive limit analysis and random fields

Associated computational plasticity schemes for nonassociated frictional materials

Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek–Brown criterion

Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay

Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion

Determination of the amount of infiltration supply according to the data of low-water runoff in a tailing storage area

Granular contact dynamics using mathematical programming methods

The Role of the Glymphatic Clearance System in the Mechanisms of the Interactions of the Sleep–Waking Cycle and the Development of Neurodegenerative Processes

Effect of loading direction on the ultimate lateral soil pressure of two piles in clay

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