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Behaviour of piles subjected to passive loading due to embankment construction

Canadian geotechnical journal, 2014-03, Vol.51 (3), p.303-310

2014

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Laboratory assessment of electro-osmotic stabilization of soft clay

Canadian geotechnical journal, 2011-12, Vol.48 (12), p.1788-1802

2011

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Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis

Canadian geotechnical journal, 2011-05, Vol.48 (5), p.741-753

2011

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Characterization of Cementitiously Stabilized Granular Materials for Pavement Design Using Unconfined Compression and IDT Testings with Internal Displacement Measurements

Journal of materials in civil engineering, 2010-05, Vol.22 (5), p.495-505

2010

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Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model

Canadian geotechnical journal, 2010-02, Vol.47 (2), p.244-257

2010

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Influence of using a creep, rate, or an elastoplastic model for predicting the behaviour of embankments on soft soils

Canadian geotechnical journal, 2006-02, Vol.43 (2), p.134-154

2006

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Strain softening and shear band formation of sand in multi-axial testing

Géotechnique, 1996-03, Vol.46 (1), p.63-82

1996

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Modelling the static liquefaction of sand with low-plasticity fines

Géotechnique, 2014-01, Vol.64 (11), p.881-894

2014

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Strain-softening behaviour of sand in strain path testing under plane-strain conditions

Acta geotechnica, 2008-06, Vol.3 (2), p.99-114

2008

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New types of failure mechanisms for flowslide

Geomechanics and geoengineering : an international journal, 2010-03, Vol.5 (1), p.3-13

2010

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Asymptotic behaviour of a granular soil in strain path testing

Géotechnique, 1994-03, Vol.44 (1), p.65-82

1994

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Autoimmune pancreatitis presenting as a pancreatic mass mimicking malignancy

Singapore medical journal, 2011-04, Vol.52 (4), p.e79-e81

2011

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Calculated and observed long term performance of Leneghans embankment

Geomechanics and geoengineering : an international journal, 2011-09, Vol.6 (3), p.195-207

2011

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Influence of a permanent liner on the skin friction of large-diameter bored piles in Hong Kong granitic saprolites

Canadian geotechnical journal, 2003-08, Vol.40 (4), p.793-805

2003

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A strain-based design method for the collapse limit state of reinforced soil walls or slopes

Canadian geotechnical journal, 1992-10, Vol.29 (5), p.832-842

1992

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Strain‐Softening Behavior of Granular Soil in Strain‐Path Testing

Journal of geotechnical engineering, 1992-02, Vol.118 (2), p.191-208

1992

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Strain Responses of Granular Base Materials in Stress Path Cyclic Triaxial Testing

Transportation research record, 1999, Vol.1687 (1), p.66-74

1999

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Estimation of the hydraulic conductivity of soils improved with vertical drains

Computers and geotechnics, 2015-01, Vol.63, p.299-305

2015

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Instability of Granular Soils under Strain Path Testing

Journal of geotechnical engineering, 1993-05, Vol.119 (5), p.874-892

1993

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A Technique for Reducing Membrane Penetration and Bedding Errors

Geotechnical testing journal, 1989-12, Vol.12 (4), p.311

1989

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Cholestasis and biliary dilatation associated with chronic ketamine abuse: a case series

Singapore medical journal, 2011-03, Vol.52 (3), p.e52-e55

2011

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On the Measurement of Critical State Parameters of Dense Granular Soils

Geotechnical testing journal, 1993-03, Vol.16 (1), p.27-35

1993

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Discussion of “ Instability of Granular Materials with Nonassociated Flow ” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (December, 1988, Vol. 114, No. 12)

Journal of engineering mechanics, 1991-04, Vol.117 (4), p.930-930

1991

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The measurement of K0 by triaxial strain path testing

Soils and foundations, 1991-06, Vol.31 (2), p.181-187

1991

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Response of Granular Soil along Constant Stress Increment Ratio Path

Journal of geotechnical engineering, 1990-03, Vol.116 (3), p.355-376

1990

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Behaviour of piles subjected to passive loading due to embankment construction

Laboratory assessment of electro-osmotic stabilization of soft clay

Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis

Characterization of Cementitiously Stabilized Granular Materials for Pavement Design Using Unconfined Compression and IDT Testings with Internal Displacement Measurements

Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model

Influence of using a creep, rate, or an elastoplastic model for predicting the behaviour of embankments on soft soils

Strain softening and shear band formation of sand in multi-axial testing

Modelling the static liquefaction of sand with low-plasticity fines

Strain-softening behaviour of sand in strain path testing under plane-strain conditions

New types of failure mechanisms for flowslide

Asymptotic behaviour of a granular soil in strain path testing

Autoimmune pancreatitis presenting as a pancreatic mass mimicking malignancy

Calculated and observed long term performance of Leneghans embankment

Influence of a permanent liner on the skin friction of large-diameter bored piles in Hong Kong granitic saprolites

A strain-based design method for the collapse limit state of reinforced soil walls or slopes

Strain‐Softening Behavior of Granular Soil in Strain‐Path Testing

Strain Responses of Granular Base Materials in Stress Path Cyclic Triaxial Testing

Estimation of the hydraulic conductivity of soils improved with vertical drains

Instability of Granular Soils under Strain Path Testing

A Technique for Reducing Membrane Penetration and Bedding Errors

Cholestasis and biliary dilatation associated with chronic ketamine abuse: a case series

On the Measurement of Critical State Parameters of Dense Granular Soils

Discussion of “ Instability of Granular Materials with Nonassociated Flow ” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (December, 1988, Vol. 114, No. 12)

The measurement of K0 by triaxial strain path testing

Response of Granular Soil along Constant Stress Increment Ratio Path

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