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Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure

Géotechnique, 2013-12, Vol.63 (15), p.1271-1284

2013

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The response of suction caissons to long-term lateral cyclic loading in single-layer and layered seabeds

Géotechnique, 2018-08, Vol.68 (8), p.729-741

2018

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Bearing capacity on sand overlying clay soils: a simplified conceptual model

Géotechnique, 2013-12, Vol.63 (15), p.1285-1297

2013

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Combined Load Capacity of a Preloaded Skirted Circular Foundation in Clay

Journal of geotechnical and geoenvironmental engineering, 2018-11, Vol.144 (11)

2018

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Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay

Journal of geotechnical and geoenvironmental engineering, 2014-02, Vol.140 (2)

2014

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Experimental observations of the penetration of spudcan footings in silt

Géotechnique, 2012-08, Vol.62 (8), p.727-732

CASSIDY, M.J.

2012

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Drained Capacity of a Suction Caisson in Sand under Inclined Loading

Journal of geotechnical and geoenvironmental engineering, 2019-02, Vol.145 (2)

2019

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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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Numerical Investigation of Novel Spudcan Shapes for Easing Spudcan-Footprint Interactions

Journal of geotechnical and geoenvironmental engineering, 2018-09, Vol.144 (9)

2018

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EEG–EMG, MEG–EMG and EMG–EMG frequency analysis: physiological principles and clinical applications

Clinical Neurophysiology, 2002-10, Vol.113 (10), p.1523-1531

2002

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Geotechnical Centrifuge Investigation of the Effectiveness of a Novel Spudcan in Easing Spudcan–Footprint Interactions

Journal of geotechnical and geoenvironmental engineering, 2020-08, Vol.146 (8)

2020

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Vitamin D Status in Renal Transplant Recipients

American journal of transplantation, 2007-11, Vol.7 (11), p.2546-2552

2007

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A plasticity model for predicting the vertical and lateral behaviour of pipelines in clay soils

Géotechnique, 2010-04, Vol.60 (4), p.247-263

2010

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An effective stress framework for the variation in penetration resistance due to episodes of remoulding and reconsolidation

Géotechnique, 2013-01, Vol.63 (1), p.30-43

2013

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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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Centrifuge model study of spudcan penetration in sand overlying clay

Géotechnique, 2010-11, Vol.60 (11), p.825-842

2010

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Mean Parametric Monte Carlo Study of Fill Slopes

International journal of geomechanics, 2017-04, Vol.17 (4)

2017

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Effect of time on spudcan–footprint interaction in clay

Géotechnique, 2012-05, Vol.62 (5), p.401-413

2012

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Investigation of the vertical uplift capacity of deep water mudmats in clay

Canadian geotechnical journal, 2012-07, Vol.49 (7), p.853-865

2012

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Numerical simulation of pushover tests on a model jack-up platform on clay

Géotechnique, 2011-11, Vol.61 (11), p.947-960

2011

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Three-dimensional numerical analysis of centrifuge experiments on a model jack-up drilling rig on sand

Canadian geotechnical journal, 2009-02, Vol.46 (2), p.208-224

2009

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Assessing the punch-through hazard of a spudcan on sand overlying clay

Géotechnique, 2015-11, Vol.65 (11), p.883-896

2015

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Probabilistic identification of soil stratification

Géotechnique, 2016-01, Vol.66 (1), p.16-26

2016

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A plasticity model for the behaviour of footings on sand under combined loading

Géotechnique, 2002-03, Vol.52 (2), p.117-129

2002

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Bayesian prediction of peak resistance of a spudcan penetrating sand-over-clay

Géotechnique, 2018-10, Vol.68 (10), p.905-917

2018

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Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure

The response of suction caissons to long-term lateral cyclic loading in single-layer and layered seabeds

Bearing capacity on sand overlying clay soils: a simplified conceptual model

Combined Load Capacity of a Preloaded Skirted Circular Foundation in Clay

Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay

Experimental observations of the penetration of spudcan footings in silt

Drained Capacity of a Suction Caisson in Sand under Inclined Loading

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

Numerical Investigation of Novel Spudcan Shapes for Easing Spudcan-Footprint Interactions

EEG–EMG, MEG–EMG and EMG–EMG frequency analysis: physiological principles and clinical applications

Geotechnical Centrifuge Investigation of the Effectiveness of a Novel Spudcan in Easing Spudcan–Footprint Interactions

Vitamin D Status in Renal Transplant Recipients

A plasticity model for predicting the vertical and lateral behaviour of pipelines in clay soils

An effective stress framework for the variation in penetration resistance due to episodes of remoulding and reconsolidation

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

Centrifuge model study of spudcan penetration in sand overlying clay

Mean Parametric Monte Carlo Study of Fill Slopes

Effect of time on spudcan–footprint interaction in clay

Investigation of the vertical uplift capacity of deep water mudmats in clay

Numerical simulation of pushover tests on a model jack-up platform on clay

Three-dimensional numerical analysis of centrifuge experiments on a model jack-up drilling rig on sand

Assessing the punch-through hazard of a spudcan on sand overlying clay

Probabilistic identification of soil stratification

A plasticity model for the behaviour of footings on sand under combined loading

Bayesian prediction of peak resistance of a spudcan penetrating sand-over-clay

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