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Mitigation of liquefaction-induced uplift of underground structures

Computers and geotechnics, 2020-09, Vol.125, p.103663, Article 103663

2020

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Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments

Soil dynamics and earthquake engineering (1984), 2016-10, Vol.89, p.75-84

2016

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Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study

Acta geotechnica, 2021-06, Vol.16 (6), p.1735-1753

2021

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Influence of vertical loads on lateral response of pile foundations in sands and clays

Journal of Rock Mechanics and Geotechnical Engineering, 2017-04, Vol.9 (2), p.291-304

2017

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Measuring shear wave velocity of granular material using the piezoelectric ring-actuator technique (P-RAT)

Canadian geotechnical journal, 2015-09, Vol.52 (9), p.1302-1317

2015

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Kinematic and inertial forces in pile foundations under seismic loading

Computers and geotechnics, 2015-09, Vol.69, p.166-181

2015

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Shear wave velocity as a geotechnical parameter: an overview

Canadian geotechnical journal, 2016-02, Vol.53 (2), p.252-272

2016

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Prediction of axial capacity of piles driven in non-cohesive soils based on neural networks approach

Journal of civil engineering and management, 2017-04, Vol.23 (3), p.393-408

2017

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Framework to assess pseudo-static approach for seismic stability of clayey slopes

Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1860-1876

2018

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On the influence of vertical loads on the lateral response of pile foundation

Computers and geotechnics, 2014-01, Vol.55, p.392-403

2014

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Investigation of small- to large-strain moduli correlations of normally consolidated granular soils

Canadian geotechnical journal, 2021-01, Vol.58 (1), p.1-22

2021

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Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression

International journal of geomechanics, 2017-09, Vol.17 (9)

2017

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Robustness of the P-RAT in the Shear-Wave Velocity Measurement of Soft Clays

Journal of geotechnical and geoenvironmental engineering, 2019-05, Vol.145 (5)

2019

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Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles

Canadian geotechnical journal, 2018-04, Vol.55 (4), p.538-550

2018

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Stiffness– and damping–strain curves of sensitive Champlain clays through experimental and analytical approaches

Canadian geotechnical journal, 2019-03, Vol.56 (3), p.364-377

2019

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Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective

Acta geotechnica, 2017-10, Vol.12 (5), p.1129-1158

2017

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Influence of particle size and gradation on shear strength–dilation relation of granular materials

Canadian geotechnical journal, 2019-02, Vol.56 (2), p.208-227

2019

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Does long-term storage of clay samples influence their mechanical characteristics?

Canadian geotechnical journal, 2020-02, Vol.57 (2), p.304-309

2020

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Why is there a discrepancy in shear wave velocity – cone tip resistance ( V s – q c ) correlations’ trends with respect to grain size?

Canadian geotechnical journal, 2018-07, Vol.55 (7), p.1041-1047

2018

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On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes

International journal of geomechanics, 2021-08, Vol.21 (8)

2021

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Adjustment of spectral pseudo-static approach to account for soil plasticity and zone seismicity

Canadian geotechnical journal, 2019-02, Vol.56 (2), p.173-186

2019

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Vertical Load Effects on the Lateral Response of Piles in Layered Media

International journal of geomechanics, 2017-09, Vol.17 (9)

2017

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Analysis of Characteristic Frequencies of Coupled Soil-Pile-Structure Systems

International journal of geomechanics, 2018-06, Vol.18 (6)

2018

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Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake

Canadian geotechnical journal, 2020-12, Vol.57 (12), p.1936-1952

2020

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Erratum for “Analysis of Characteristic Frequencies of Coupled Soil-Pile-Structure Systems” by Mahmoud N. Hussien, Susumu Iai, and Mourad Karray

International journal of geomechanics, 2018-10, Vol.18 (10)

2018

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Mitigation of liquefaction-induced uplift of underground structures

Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments

Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study

Influence of vertical loads on lateral response of pile foundations in sands and clays

Measuring shear wave velocity of granular material using the piezoelectric ring-actuator technique (P-RAT)

Kinematic and inertial forces in pile foundations under seismic loading

Shear wave velocity as a geotechnical parameter: an overview

Prediction of axial capacity of piles driven in non-cohesive soils based on neural networks approach

Framework to assess pseudo-static approach for seismic stability of clayey slopes

On the influence of vertical loads on the lateral response of pile foundation

Investigation of small- to large-strain moduli correlations of normally consolidated granular soils

Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression

Robustness of the P-RAT in the Shear-Wave Velocity Measurement of Soft Clays

Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles

Stiffness– and damping–strain curves of sensitive Champlain clays through experimental and analytical approaches

Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective

Influence of particle size and gradation on shear strength–dilation relation of granular materials

Does long-term storage of clay samples influence their mechanical characteristics?

Why is there a discrepancy in shear wave velocity – cone tip resistance ( V s – q c ) correlations’ trends with respect to grain size?

On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes

Adjustment of spectral pseudo-static approach to account for soil plasticity and zone seismicity

Vertical Load Effects on the Lateral Response of Piles in Layered Media

Analysis of Characteristic Frequencies of Coupled Soil-Pile-Structure Systems

Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake

Erratum for “Analysis of Characteristic Frequencies of Coupled Soil-Pile-Structure Systems” by Mahmoud N. Hussien, Susumu Iai, and Mourad Karray

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