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Journal Articles

Mechanical properties of a carbonate sand from a dredged hydraulic fill

D. Giretti, V. Fioravante, K. Been, S. Dickenson, G. Mesri, T. Kane

Geotechnique (2020) 70 (10): 937–942.

https://doi.org/10.1680/jgeot.18.D.014

Published: 01 October 2020

View article titled, Mechanical properties of a carbonate sand from a dredged hydraulic fill

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Journal Articles

Site characterisation for the Ballina field testing facility

R. B. Kelly, J. A. Pineda, L. Bates, S. P. Suwal, A. Fitzallen, G. Mesri, T. Kane

Geotechnique (2018) 68 (5): 459–462.

https://doi.org/10.1680/jgeot.17.D.011

Published: 01 May 2018

View article titled, Site characterisation for the Ballina field testing facility

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Journal Articles

Soil–foundation modelling in laterally loaded historical towers

F. PISANò, C.G. DI PRISCO, R. LANCELLOTTA, G. MESRI

Geotechnique (2014) 64 (7): 587–588.

https://doi.org/10.1680/geot.14.D.001

Published: 01 June 2014

View article titled, Soil–foundation modelling in laterally loaded historical towers

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Journal Articles

Discussion: Behaviour of a sensitive marine sediment: microstructural investigation

M. HATTAB, T. HAMMAD, J.-M. FLEUREAU, P.-Y. HICHER, G. MESRI

Geotechnique (2014) 64 (1): 89–90.

https://doi.org/10.1680/geot.13.D.02

Published: 01 January 2014

View article titled, Discussion: Behaviour of a sensitive marine sediment: microstructural investigation

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Journal Articles

DISCUSSION: Calculating c_v based on non-uniform initial excess pore pressure. J. LOVISA, W. W. READ and N. SIVAKUGAN (2012). Géotechnique 62 , No. 8, 741–748, http://dx.doi.org/10.1680/geot.11.P.055.

G. Mesri, J.R. Funk

Geotechnique (2013) 63 (10): 885–886.

https://doi.org/10.1680/geot.12.D.006

Published: 01 August 2013

View article titled, DISCUSSION: Calculating cv based on non-uniform initial excess pore pressure. J. LOVISA, W. W. READ and N. SIVAKUGAN (2012). Géotechnique 62 , No. 8, 741–748, http://dx.doi.org/10.1680/geot.11.P.055.

Add to Citation Manager for DISCUSSION: Calculating cv based on non-uniform initial excess pore pressure. J. LOVISA, W. W. READ and N. SIVAKUGAN (2012). Géotechnique 62 , No. 8, 741–748, http://dx.doi.org/10.1680/geot.11.P.055.

Journal Articles

Geotechnical characterisation and engineering properties of Burswood clay. H. E. LOW, M. LANDON MAYNARD, M. F. RANDOLPH and D. J. DeGROOT (2011). Géotechnique 61 , No. 7, 575–591

G. Mesri, J. Funk

Geotechnique (2012) 62 (7): 653–656.

https://doi.org/10.1680/geot.11.D.007

Published: 01 July 2012

View article titled, Geotechnical characterisation and engineering properties of Burswood clay. H. E. LOW, M. LANDON MAYNARD, M. F. RANDOLPH and D. J. DeGROOT (2011). Géotechnique 61 , No. 7, 575–591

Add to Citation Manager for Geotechnical characterisation and engineering properties of Burswood clay. H. E. LOW, M. LANDON MAYNARD, M. F. RANDOLPH and D. J. DeGROOT (2011). Géotechnique 61 , No. 7, 575–591

Journal Articles

A new method of measuring plastic limit of fine materials V. SIVAKUMAR, D. GLYNN, P. CAIRNS and J. A. BLACK (2009). Géotechnique 59 , No. 10, pp. 813–823

B.C. O'Kelly, G. Mesri, R.B. Peck

Geotechnique (2011) 61 (1): 88–92.

https://doi.org/10.1680/geot.2011.61.1.88

Published: 01 January 2011

View article titled, A new method of measuring plastic limit of fine materials V. SIVAKUMAR, D. GLYNN, P. CAIRNS and J. A. BLACK (2009). Géotechnique 59 , No. 10, pp. 813–823

Add to Citation Manager for A new method of measuring plastic limit of fine materials V. SIVAKUMAR, D. GLYNN, P. CAIRNS and J. A. BLACK (2009). Géotechnique 59 , No. 10, pp. 813–823

Journal Articles

Discussion: Theoretical investigation of the time-dependent behaviour of rockfill

G. Mesri

Geotechnique (2007) 57 (9): 779–781.

https://doi.org/10.1680/geot.2007.57.9.779

Published: 01 November 2007

View article titled, Discussion: Theoretical investigation of the time-dependent behaviour of rockfill

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Journal Articles

Yield strength and critical strength of liquefiable sands in sloping ground

G. Mesri

Geotechnique (2007) 57 (3): 309–311.

https://doi.org/10.1680/geot.2007.57.3.309

Published: 01 April 2007

View article titled, Yield strength and critical strength of liquefiable sands in sloping ground

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Journal Articles

Discussion: Time-related increases in the shaft capacities of driven piles in sand

G. Mesri, M. M. Smadi

Geotechnique (2001) 51 (5): 475–476.

https://doi.org/10.1680/geot.2001.51.5.475

Published: 01 June 2001

View article titled, Discussion: Time-related increases in the shaft capacities of driven piles in sand

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Journal Articles

Undrained shear strength of a glacial clay overconsolidated by desiccation

G. Mesri, S. Ali

Geotechnique (1999) 49 (2): 181–198.

https://doi.org/10.1680/geot.1999.49.2.181

Published: 01 April 1999

View article titled, Undrained shear strength of a glacial clay overconsolidated by desiccation

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Journal Articles

Meaning, measurement and field application of swelling pressure of clay shales

G. Mesri, M. C. Pakbaz, A. F. Cepeda-Diaz

Geotechnique (1994) 44 (1): 129–145.

https://doi.org/10.1680/geot.1994.44.1.129

Published: 01 March 1994

View article titled, Meaning, measurement and field application of swelling pressure of clay shales

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Journal Articles

Residual shear strength of clays and shales

G. Mesri, A. F. Cepeda-Diaz

Geotechnique (1986) 36 (2): 269–274.

https://doi.org/10.1680/geot.1986.36.2.269

Published: 01 June 1986

View article titled, Residual shear strength of clays and shales

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Journal Articles

Discussion: Shear-stress-strain time behaviour of clays

G. Mesri, E Febres-Cordero, D. R. Shields, A. Castro

Geotechnique (1982) 32 (4): 407–411.

https://doi.org/10.1680/geot.1982.32.4.407

Published: 01 December 1982

View article titled, Discussion: Shear-stress-strain time behaviour of clays

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Journal Articles

Shear stress-strain-time behaviour of clays

G. Mesri, E. Febres-Cordero, D. R. Shields, A. Castro

Geotechnique (1981) 31 (4): 537–552.

https://doi.org/10.1680/geot.1981.31.4.537

Published: 01 December 1981

View article titled, Shear stress-strain-time behaviour of clays

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Journal Articles

Discussion: The rate of swelling of overconsolidated clays subjected to unloading

G. Mesri, C. R. Ullrich, Y. K. Choi

Geotechnique (1980) 30 (3): 323–324.

https://doi.org/10.1680/geot.1980.30.3.323

Published: 01 September 1980

View article titled, Discussion: The rate of swelling of overconsolidated clays subjected to unloading

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Journal Articles

The rate of swelling of overconsolidated clays subjected to unloading

G. Mesri, C. R. Ullrich, Y. K Choi

Geotechnique (1978) 28 (3): 281–307.

https://doi.org/10.1680/geot.1978.28.3.281

Published: 01 September 1978

View article titled, The rate of swelling of overconsolidated clays subjected to unloading

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Journal Articles

Pore-pressure response in rock to undrained change in all-round stress

G. Mesri, G. Adachi, C. R. Ullrich

Geotechnique (1976) 26 (2): 317–330.

https://doi.org/10.1680/geot.1976.26.2.317

Published: 01 June 1976

View article titled, Pore-pressure response in rock to undrained change in all-round stress

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Journal Articles

Composition and compressibility of typical samples of Mexico City clay

G. Mesri, A. Rokhsar, B. F. Bohor

Geotechnique (1975) 25 (3): 527–554.

https://doi.org/10.1680/geot.1975.25.3.527

Published: 01 September 1975

View article titled, Composition and compressibility of typical samples of Mexico City clay

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Journal Articles

Discussion: Shear Strength of Montmorillonite

G. Mesri, R. E. Olson

Geotechnique (1971) 21 (2): 180–181.

https://doi.org/10.1680/geot.1971.21.2.180

Published: 01 June 1971

View article titled, Discussion: Shear Strength of Montmorillonite

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Mechanical properties of a carbonate sand from a dredged hydraulic fill

Site characterisation for the Ballina field testing facility

Soil–foundation modelling in laterally loaded historical towers

Discussion: Behaviour of a sensitive marine sediment: microstructural investigation

DISCUSSION: Calculating c_v based on non-uniform initial excess pore pressure. J. LOVISA, W. W. READ and N. SIVAKUGAN (2012). Géotechnique 62 , No. 8, 741–748, http://dx.doi.org/10.1680/geot.11.P.055.

Geotechnical characterisation and engineering properties of Burswood clay. H. E. LOW, M. LANDON MAYNARD, M. F. RANDOLPH and D. J. DeGROOT (2011). Géotechnique 61 , No. 7, 575–591

A new method of measuring plastic limit of fine materials V. SIVAKUMAR, D. GLYNN, P. CAIRNS and J. A. BLACK (2009). Géotechnique 59 , No. 10, pp. 813–823

Discussion: Theoretical investigation of the time-dependent behaviour of rockfill

Yield strength and critical strength of liquefiable sands in sloping ground

Discussion: Time-related increases in the shaft capacities of driven piles in sand

Undrained shear strength of a glacial clay overconsolidated by desiccation

Meaning, measurement and field application of swelling pressure of clay shales

Residual shear strength of clays and shales

Discussion: Shear-stress-strain time behaviour of clays

Shear stress-strain-time behaviour of clays

Discussion: The rate of swelling of overconsolidated clays subjected to unloading

The rate of swelling of overconsolidated clays subjected to unloading

Pore-pressure response in rock to undrained change in all-round stress

Composition and compressibility of typical samples of Mexico City clay

Discussion: Shear Strength of Montmorillonite

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