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Rho-mediated signaling promotes BRAF inhibitor resistance in de-differentiated melanoma cells

Oncogene, 2020-02, Vol.39 (7), p.1466-1483

2020

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Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

Journal of geotechnical and geoenvironmental engineering, 2014-07, Vol.140 (7)

2014

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On equivalent granular void ratio and steady state behaviour of loose sand with fines

Canadian geotechnical journal, 2008-10, Vol.45 (10), p.1439-1456

2008

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Predicting the Onset of Static Liquefaction of Loose Sand with Fines

Journal of geotechnical and geoenvironmental engineering, 2012-08, Vol.138 (8), p.1037-1041

2012

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Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

Canadian geotechnical journal, 2012-08, Vol.49 (8), p.891-906

2012

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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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Modified state parameter for characterizing static liquefaction of sand with fines

Canadian geotechnical journal, 2009-03, Vol.46 (3), p.281-295

2009

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Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter

International journal of geomechanics, 2014-04, Vol.14 (2), p.254-266

2014

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Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

Acta geotechnica, 2011-12, Vol.6 (4), p.183-194

2011

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Epidermal growth factor signaling via Ras controls the Smad transcriptional co-repressor TGIF

The EMBO journal, 2001-01, Vol.20 (1-2), p.128-136

2001

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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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Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains

Canadian geotechnical journal, 2008-08, Vol.45 (8), p.1073-1091

2008

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The L3 loop: a structural motif determining specific interactions between SMAD proteins and TGF-β receptors

The EMBO journal, 1998-02, Vol.17 (4), p.996-1005

1998

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Closure to “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo

Journal of geotechnical and geoenvironmental engineering, 2013-10, Vol.139 (10), p.1845-1846

2013

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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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Meeting report from the Society for Melanoma Research 2012 Congress, Hollywood, California

Pigment Cell & Melanoma Research, 2013-07, Vol.26 (4), p.E1-E7

2013

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Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites

Journal of engineering mechanics, 2015-10, Vol.141 (10)

2015

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The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

Acta geotechnica, 2013-06, Vol.8 (3), p.311-322

2013

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Mutations increasing autoinhibition inactivate tumour suppressors Smad2 and Smad4

Nature (London), 1997-07, Vol.388 (6637), p.82-87

1997

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Strength and dilatancy of a silt stabilized by a cement and fly ash mixture

Canadian geotechnical journal, 2002-02, Vol.39 (1), p.77-89

2002

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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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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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The prediction of equivalent granular steady state line of loose sand with fines

Geomechanics and geoengineering : an international journal, 2008-08, Vol.3 (3), p.179-190

2008

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A structural basis for mutational inactivation of the tumour suppressor Smad4

Nature (London), 1997-07, Vol.388 (6637), p.87-93

1997

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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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Rho-mediated signaling promotes BRAF inhibitor resistance in de-differentiated melanoma cells

Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

On equivalent granular void ratio and steady state behaviour of loose sand with fines

Predicting the Onset of Static Liquefaction of Loose Sand with Fines

Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

Behaviour of piles subjected to passive loading due to embankment construction

Modified state parameter for characterizing static liquefaction of sand with fines

Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

Epidermal growth factor signaling via Ras controls the Smad transcriptional co-repressor TGIF

Laboratory assessment of electro-osmotic stabilization of soft clay

Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains

The L3 loop: a structural motif determining specific interactions between SMAD proteins and TGF-β receptors

Closure to “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo

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

Meeting report from the Society for Melanoma Research 2012 Congress, Hollywood, California

Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

Mutations increasing autoinhibition inactivate tumour suppressors Smad2 and Smad4

Strength and dilatancy of a silt stabilized by a cement and fly ash mixture

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

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

The prediction of equivalent granular steady state line of loose sand with fines

A structural basis for mutational inactivation of the tumour suppressor Smad4

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

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