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Numerical derivation of CPT-based p–y curves for piles in sand

Géotechnique, 2014-01, Vol.64 (3), p.186-194

2014

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Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk

Canadian geotechnical journal, 2018-11, Vol.55 (11), p.1577-1591

2018

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Lateral response of piles in weak calcareous sandstone

Canadian geotechnical journal, 2016-09, Vol.53 (9), p.1424-1434

2016

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Axial capacity of bored piles in very stiff intermediate soils

Canadian geotechnical journal, 2020, Vol.57 (9), p.1417-1426

2020

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Settlement of deep footings in reconstituted sand

Canadian geotechnical journal, 2019-03, Vol.56 (3), p.449-459

2019

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Soil flow mechanisms around and between stiffeners of caissons during installation in clay

Canadian geotechnical journal, 2012-04, Vol.49 (4), p.442-459

2012

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Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model

Ocean engineering, 2023-06, Vol.277, p.114334, Article 114334

2023

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Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils

Computers and geotechnics, 2015-09, Vol.69, p.141-152

2015

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A simple rotational spring model for laterally loaded rigid piles in sand

Marine structures, 2022-07, Vol.84, p.103225, Article 103225

2022

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Characterisation of the effects of time on the shaft friction of displacement piles in sand

Géotechnique, 2014-05, Vol.64 (6), p.476-485

2014

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Rate effects on penetrometer resistance in kaolin

Géotechnique, 2009-02, Vol.59 (1), p.41-52

2009

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The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils

Géotechnique, 2012-11, Vol.62 (11), p.973-984

2012

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Evaluation of the dynamic cone penetrometer to detect compaction in ripped soils

Soil & tillage research, 2018-01, Vol.175, p.150-157

2018

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Experimental provision of large woody debris in streams as a trout management technique

Aquatic conservation, 2002-05, Vol.12 (3), p.289-311

2002

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Extraction of suction caissons in sand

Géotechnique, 2014-07, Vol.64 (9), p.735-739

2014

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Lateral soil stiffness adjacent to deep integral bridge abutments

Géotechnique, 2011-07, Vol.61 (7), p.593-603

LEHANE, B.M.

2011

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Embedded cantilever retaining walls in sand

Géotechnique, 2010-11, Vol.60 (11), p.813-823

2010

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Displacement-pile behaviour in a soft marine clay

Canadian geotechnical journal, 1994-04, Vol.31 (2), p.181-191

1994

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Displacement pile behaviour in glacial clay

Canadian geotechnical journal, 1994-02, Vol.31 (1), p.79-90

1994

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Centrifuge modelling of the pushover failure of an electricity transmission tower

Canadian geotechnical journal, 2010-04, Vol.47 (4), p.413-424

2010

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Parameters affecting the CPT resistance of reconstituted sands

Cone Penetration Testing 2022, 2022, p.734-740

1, 2022

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Parameters affecting the CPT resistance of reconstituted sands

Cone Penetration Testing 2022, 2022, p.734-740

1, 2022

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Application of a new qc averaging approach for end bearing of driven piles in sand

Cone Penetration Testing 2022, 2022, p.832-837

1, 2022

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Effects of partial drainage on the assessment of the soil behaviour type using the CPT

Cone Penetration Testing 2018, 2018, p.275-280

1, 2018

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Effects of clay fraction and roughness on tension capacity of displacement piles

Cone Penetration Testing 2018, 2018, p.263-268

1, 2018

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Numerical derivation of CPT-based p–y curves for piles in sand

Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk

Lateral response of piles in weak calcareous sandstone

Axial capacity of bored piles in very stiff intermediate soils

Settlement of deep footings in reconstituted sand

Soil flow mechanisms around and between stiffeners of caissons during installation in clay

Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model

Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils

A simple rotational spring model for laterally loaded rigid piles in sand

Characterisation of the effects of time on the shaft friction of displacement piles in sand

Rate effects on penetrometer resistance in kaolin

The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils

Evaluation of the dynamic cone penetrometer to detect compaction in ripped soils

Experimental provision of large woody debris in streams as a trout management technique

Extraction of suction caissons in sand

Lateral soil stiffness adjacent to deep integral bridge abutments

Embedded cantilever retaining walls in sand

Displacement-pile behaviour in a soft marine clay

Displacement pile behaviour in glacial clay

Centrifuge modelling of the pushover failure of an electricity transmission tower

Parameters affecting the CPT resistance of reconstituted sands

Parameters affecting the CPT resistance of reconstituted sands

Application of a new qc averaging approach for end bearing of driven piles in sand

Effects of partial drainage on the assessment of the soil behaviour type using the CPT

Effects of clay fraction and roughness on tension capacity of displacement piles

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