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Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy

International journal of geomechanics, 2018-10, Vol.18 (10)

2018

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Centrifuge model study of spudcan penetration in sand overlying clay

Géotechnique, 2010-11, Vol.60 (11), p.825-842

2010

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Finite element analysis of tunnel–soil–pile interaction using displacement controlled model

Tunnelling and underground space technology, 2007-07, Vol.22 (4), p.450-466

2007

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Effect of time on spudcan–footprint interaction in clay

Géotechnique, 2012-05, Vol.62 (5), p.401-413

2012

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Centrifuge and numerical modeling of axial load effects on piles in consolidating ground

Canadian geotechnical journal, 2009-01, Vol.46 (1), p.10-24

2009

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Pile Behavior Due to Excavation-Induced Soil Movement in Clay. II: Collapsed Wall

Journal of geotechnical and geoenvironmental engineering, 2006-01, Vol.132 (1), p.45-53

2006

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Influence of base suction on extraction of jack-up spudcans

Géotechnique, 2005-12, Vol.55 (10), p.741-753

2005

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Centrifuge model study on settlement of strip footing subject to rising water table in loess

Canadian geotechnical journal, 2020-07, Vol.57 (7), p.992-1005

2020

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Centrifuge modelling of spudcan–pile interaction in soft clay overlying sand

Géotechnique, 2017-01, Vol.67 (1), p.69-77

2017

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Behavior of Pile Subject to Negative Skin Friction and Axial Load

Soils and foundations, 2004-12, Vol.44 (6), p.17-26

2004

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Upper bound analysis of rectangular surface footings on clay with linearly increasing strength

Computers and geotechnics, 2021-01, Vol.129, p.103896, Article 103896

2021

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Centrifuge Model Study of Laterally Loaded Pile Groups in Clay

Journal of geotechnical and geoenvironmental engineering, 2004-03, Vol.130 (3), p.274-283

2004

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Behavior of Pile Groups Subject to Excavation-Induced Soil Movement

Journal of geotechnical and geoenvironmental engineering, 2003-01, Vol.129 (1), p.58-65

2003

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Behavior of Pile Subject to Excavation-Induced Soil Movement

Journal of geotechnical and geoenvironmental engineering, 2000-11, Vol.126 (11), p.947-954

2000

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Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading

International journal for numerical and analytical methods in geomechanics, 2021-09, Vol.45 (13), p.1920-1933

2021

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Centrifuge modelling of spudcan–pile interaction in soft clay

Géotechnique, 2012-09, Vol.62 (9), p.799-810

2012

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Load-displacement and upper-bound solutions of a loaded laterally pile in clay based on a total-displacement-loading EMSD method

Computers and geotechnics, 2017-03, Vol.83, p.64-76

2017

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Upper bound solution of a laterally loaded rigid monopile in normally consolidated clay

Computers and geotechnics, 2017-11, Vol.91, p.131-145

2017

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Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model

Tunnelling and underground space technology, 2019-04, Vol.86, p.89-99

2019

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Assessment of settlement-based strain in masonry building facade due to tunneling

Computers and geotechnics, 2022-04, Vol.144, p.104658, Article 104658

2022

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A constitutive model for rock interfaces and joints

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2003, Vol.40 (1), p.41-53

2003

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Centrifuge and theoretical study on tunnel-raft interaction in clay

Tunnelling and underground space technology, 2021-09, Vol.115, p.104038, Article 104038

2021

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Severe Damage of a Pile Group due to Slope Failure

Journal of geotechnical and geoenvironmental engineering, 2015-05, Vol.141 (5)

2015

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Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay

Journal of geotechnical and geoenvironmental engineering, 2009-10, Vol.135 (10), p.1462-1474

2009

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A local boundary integral-based meshless method for Biot's consolidation problem

Engineering analysis with boundary elements, 2009, Vol.33 (1), p.35-42

2009

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Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy

Centrifuge model study of spudcan penetration in sand overlying clay

Finite element analysis of tunnel–soil–pile interaction using displacement controlled model

Effect of time on spudcan–footprint interaction in clay

Centrifuge and numerical modeling of axial load effects on piles in consolidating ground

Pile Behavior Due to Excavation-Induced Soil Movement in Clay. II: Collapsed Wall

Influence of base suction on extraction of jack-up spudcans

Centrifuge model study on settlement of strip footing subject to rising water table in loess

Centrifuge modelling of spudcan–pile interaction in soft clay overlying sand

Behavior of Pile Subject to Negative Skin Friction and Axial Load

Upper bound analysis of rectangular surface footings on clay with linearly increasing strength

Centrifuge Model Study of Laterally Loaded Pile Groups in Clay

Behavior of Pile Groups Subject to Excavation-Induced Soil Movement

Behavior of Pile Subject to Excavation-Induced Soil Movement

Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading

Centrifuge modelling of spudcan–pile interaction in soft clay

Load-displacement and upper-bound solutions of a loaded laterally pile in clay based on a total-displacement-loading EMSD method

Upper bound solution of a laterally loaded rigid monopile in normally consolidated clay

Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model

Assessment of settlement-based strain in masonry building facade due to tunneling

A constitutive model for rock interfaces and joints

Centrifuge and theoretical study on tunnel-raft interaction in clay

Severe Damage of a Pile Group due to Slope Failure

Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay

A local boundary integral-based meshless method for Biot's consolidation problem

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