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Journal Articles

Vibro-driven pile installation in sand performed in a geotechnical centrifuge

J. Hein Mazutti, B. Bienen, M. F. Bransby, M. F. Randolph

Geotechnique (2026) 76 (2): 334–347.

https://doi.org/10.1680/jgeot.24.01378

Published: 01 January 2026

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Journal Articles

Suction caissons in dense sand, part I: installation, limiting capacity and drainage

B. Bienen, R. T. Klinkvort, C. D. O'Loughlin, F. Zhu, B. W. Byrne

Geotechnique (2018) 68 (11): 937–952.

https://doi.org/10.1680/jgeot.16.P.281

Published: 12 March 2018

View article titled, Suction caissons in dense sand, part I: installation, limiting capacity and drainage

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Journal Articles

Suction caissons in dense sand, part II: vertical cyclic loading into tension

B. Bienen, R. T. Klinkvort, C. D. O'Loughlin, F. Zhu, B. W. Byrne

Geotechnique (2018) 68 (11): 953–967.

https://doi.org/10.1680/jgeot.16.P.282

Published: 28 February 2018

View article titled, Suction caissons in dense sand, part II: vertical cyclic loading into tension

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Journal Articles

The response of suction caissons to long-term lateral cyclic loading in single-layer and layered seabeds

F. Y. Zhu, C. D. O'Loughlin, B. Bienen, M. J. Cassidy, N. Morgan

Geotechnique (2018) 68 (8): 729–741.

https://doi.org/10.1680/jgeot.17.P.129

Published: 10 November 2017

View article titled, The response of suction caissons to long-term lateral cyclic loading in single-layer and layered seabeds

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Journal Articles

Numerical investigation of penetration of a large-diameter footing into normally consolidated kaolin clay with a consolidation phase

D. Wang, B. Bienen

Geotechnique (2016) 66 (11): 947–952.

https://doi.org/10.1680/jgeot.15.P.048

Published: 01 July 2016

View article titled, Numerical investigation of penetration of a large-diameter footing into normally consolidated kaolin clay with a consolidation phase

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Journal Articles

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

D. Fu, C. Gaudin, C. Tian, B. Bienen, M.J. Cassidy

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

S.A. STANIER, R. RAGNI, B. BIENEN, M.J. CASSIDY

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

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

C. GAUDIN, B. BIENEN, M.J. CASSIDY

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

Investigating six-degree-of-freedom loading of shallow foundations on sand

B. Bienen, B. W. Byrne, G. T. Houlsby, M. J. Cassidy

Geotechnique (2006) 56 (6): 367–379.

https://doi.org/10.1680/geot.2006.56.6.367

Published: 01 August 2006

View article titled, Investigating six-degree-of-freedom loading of shallow foundations on sand

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Vibro-driven pile installation in sand performed in a geotechnical centrifuge

Suction caissons in dense sand, part I: installation, limiting capacity and drainage

Suction caissons in dense sand, part II: vertical cyclic loading into tension

The response of suction caissons to long-term lateral cyclic loading in single-layer and layered seabeds

Numerical investigation of penetration of a large-diameter footing into normally consolidated kaolin clay with a consolidation phase

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

Observing the effects of sustained loading on spudcan footings in clay

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

Investigating six-degree-of-freedom loading of shallow foundations on sand

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