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Journal Articles

Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings

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D. Fu, C. Gaudin, C. Tian, B. Bienen, M.J. Cassidy
Journal: Géotechnique
Geotechnique (2015) 65 (3): 231–246.
https://doi.org/10.1680/geot.14.P.2120
Published: 01 March 2015
View article titled, Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings
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Journal Articles

Observing the effects of sustained loading on spudcan footings in clay

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S.A. STANIER, R. RAGNI, B. BIENEN, M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2014) 64 (11): 918–926.
https://doi.org/10.1680/geot.14.P.003
Published: 01 November 2014
View article titled, Observing the effects of sustained loading on spudcan footings in clay
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Journal Articles

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

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K.K. LEE, M.J. CASSIDY, M.F. RANDOLPH
Journal: Géotechnique
Geotechnique (2013) 63 (15): 1271–1284.
https://doi.org/10.1680/geot.12.P.175
Published: 01 December 2013
View article titled, Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure
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Journal Articles

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

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K.K. LEE, M.F. RANDOLPH, M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2013) 63 (15): 1285–1297.
https://doi.org/10.1680/geot.12.P.176
Published: 01 December 2013
View article titled, Bearing capacity on sand overlying clay soils: a simplified conceptual model
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Journal Articles

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

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M.S. HODDER, D.J. WHITE, M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2013) 63 (1): 30–43.
https://doi.org/10.1680/geot.9.P.145
Published: 01 January 2013
View article titled, An effective stress framework for the variation in penetration resistance due to episodes of remoulding and reconsolidation
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Journal Articles

A plasticity model to assess the keying of plate anchors

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M.J. CASSIDY, C. GAUDIN, M.F. RANDOLPH, P.C. WONG, D. WANG, Y. TIAN
Journal: Géotechnique
Geotechnique (2012) 62 (9): 825–836.
https://doi.org/10.1680/geot.12.OG.009
Published: 01 September 2012
View article titled, A plasticity model to assess the keying of plate anchors
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Journal Articles

Experimental observations of the penetration of spudcan footings in silt

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M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2012) 62 (8): 727–732.
https://doi.org/10.1680/geot.9.T.020
Published: 01 August 2012
View article titled, Experimental observations of the penetration of spudcan footings in silt
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Journal Articles

Effect of time on spudcan–footprint interaction in clay

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C.T. GAN, C.F. LEUNG, M.J. CASSIDY, C. GAUDIN, Y.K. CHOW
Journal: Géotechnique
Geotechnique (2012) 62 (5): 401–413.
https://doi.org/10.1680/geot.10.P.063
Published: 23 February 2012
View article titled, Effect of time on spudcan–footprint interaction in clay
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Journal Articles

Investigation of the potential of bottom water jetting to ease spudcan extraction in soft clay

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C. GAUDIN, B. BIENEN, M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2011) 61 (12): 1043–1054.
https://doi.org/10.1680/geot.8.P.152
Published: 01 December 2011
View article titled, Investigation of the potential of bottom water jetting to ease spudcan extraction in soft clay
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Journal Articles

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

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G. VLAHOS, M.J. CASSIDY, C.M. MARTIN
Journal: Géotechnique
Geotechnique (2011) 61 (11): 947–960.
https://doi.org/10.1680/geot.8.P.114
Published: 01 November 2011
View article titled, Numerical simulation of pushover tests on a model jack-up platform on clay
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Journal Articles

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

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M.S. HODDER, M.J. CASSIDY
Journal: Géotechnique
Geotechnique (2010) 60 (4): 247–263.
https://doi.org/10.1680/geot.8.P.055
Published: 07 January 2010
View article titled, A plasticity model for predicting the vertical and lateral behaviour of pipelines in clay soils
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