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Journal Articles

A consistent derivation of soil stiffness from elastic wave speeds

D. M. Riley, I. Einav, F. Guillard

Geotechnique (2025) 75 (13): 215–224.

https://doi.org/10.1680/jgeot.23.00457

Published: 03 February 2025

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Journal Articles

A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation

A. Tengattini, A. Das, I. Einav

Geotechnique (2016) 66 (9): 695–710.

https://doi.org/10.1680/jgeot.14.P.164

Published: 19 April 2016

View article titled, A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation

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Journal Articles

3D printable geomaterials

D. A. H. Hanaor, Y. Gan, M. Revay, D. W. Airey, I. Einav

Geotechnique (2016) 66 (4): 323–332.

https://doi.org/10.1680/jgeot.15.P.034

Published: 04 December 2015

View article titled, 3D printable geomaterials

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Journal Articles

Grain size dependence of yielding in granular soils interpreted using fracture mechanics, breakage mechanics and Weibull statistics

Y. D. Zhang, G. Buscarnera, I. Einav

Geotechnique (2016) 66 (2): 149–160.

https://doi.org/10.1680/jgeot.15.P.119

Published: 27 November 2015

View article titled, Grain size dependence of yielding in granular soils interpreted using fracture mechanics, breakage mechanics and Weibull statistics

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Journal Articles

The end-bearing capacity of piles penetrating into crushable soils

C. ZHANG, G.D. NGUYEN, I. EINAV

Geotechnique (2013) 63 (5): 341–354.

https://doi.org/10.1680/geot.11.P.117

Published: 01 April 2013

View article titled, The end-bearing capacity of piles penetrating into crushable soils

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Journal Articles

The yielding of brittle unsaturated granular soils

G. BUSCARNERA, I. EINAV

Geotechnique (2012) 62 (2): 147–160.

https://doi.org/10.1680/geot.10.P.118

Published: 01 February 2012

View article titled, The yielding of brittle unsaturated granular soils

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Journal Articles

Effect of strain rate on mobilised strength and thickness of curved shear bands

I. Einav, M. Randolph

Geotechnique (2006) 56 (7): 501–504.

https://doi.org/10.1680/geot.2006.56.7.501

Published: 01 September 2006

View article titled, Effect of strain rate on mobilised strength and thickness of curved shear bands

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Journal Articles

Energy and variational principles for piles in dissipative soil

I. Einav

Geotechnique (2005) 55 (7): 515–525.

https://doi.org/10.1680/geot.2005.55.7.515

Published: 01 September 2005

View article titled, Energy and variational principles for piles in dissipative soil

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Journal Articles

A generalised Winkler model for the behaviour of shallow foundations

G. T. Houlsby, M. J. Cassidy, I. Einav

Geotechnique (2005) 55 (6): 449–460.

https://doi.org/10.1680/geot.2005.55.6.449

Published: 01 August 2005

View article titled, A generalised Winkler model for the behaviour of shallow foundations

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Journal Articles

Thermomechanical relations between stress-space and strain-space models

I. Einav

Geotechnique (2004) 54 (5): 315–318.

https://doi.org/10.1680/geot.2004.54.5.315

Published: 01 June 2004

View article titled, Thermomechanical relations between stress-space and strain-space models

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Journal Articles

Evaluation of continuous hyperplastic critical state (CHCS) model

I. Einav, A. M. Puzrin

Geotechnique (2003) 53 (10): 901–913.

https://doi.org/10.1680/geot.2003.53.10.901

Published: 01 December 2003

View article titled, Evaluation of continuous hyperplastic critical state (CHCS) model

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A consistent derivation of soil stiffness from elastic wave speeds

A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation

3D printable geomaterials

Grain size dependence of yielding in granular soils interpreted using fracture mechanics, breakage mechanics and Weibull statistics

The end-bearing capacity of piles penetrating into crushable soils

The yielding of brittle unsaturated granular soils

Effect of strain rate on mobilised strength and thickness of curved shear bands

Energy and variational principles for piles in dissipative soil

A generalised Winkler model for the behaviour of shallow foundations

Thermomechanical relations between stress-space and strain-space models

Evaluation of continuous hyperplastic critical state (CHCS) model

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