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Analyzing the Deformation of Multilayered Saturated Sandy Soils under Large Building Foundation

KSCE Journal of Civil Engineering, 2019, 23(9), , pp.3764-3776

2019

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Effect of corrosion on ductility of reinforcing bars

Magazine of concrete research, 2005-09, Vol.57 (7), p.407-419

2005

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Computational geomechanics: The heritage of Olek Zienkiewicz

International journal for numerical methods in engineering, 2011-07, Vol.87 (1-5), p.457-489

2011

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Residual capacity of corroded reinforcing bars

Magazine of concrete research, 2005-04, Vol.57 (3), p.135-147

2005

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Movements in the Piccadilly Line tunnels due to the Heathrow Express construction

Géotechnique, 2002-05, Vol.52 (4), p.243-257

2002

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Reliability analysis and maintenance decision for railway sleepers using track condition information

The Journal of the Operational Research Society, 2007-08, Vol.58 (8), p.1047-1055

2007

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Fully coupled dynamic analysis of an earth dam

Géotechnique, 2011-07, Vol.61 (7), p.549-563

2011

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Consolidation and dynamics of 3D unsaturated porous seabed under rigid caisson breakwater loaded by hydrostatic pressure and wave

Science China. Technological sciences, 2012-08, Vol.55 (8), p.2362-2376

2012

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Numerical Modeling of Wave-Induced Liquefaction around Pipelines

Journal of waterway, port, coastal, and ocean engineering, 2006-07, Vol.132 (4), p.276-288

2006

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Wave-induced progressive liquefaction in a poro-elastoplastic seabed: A two-layered model

International journal for numerical and analytical methods in geomechanics, 2009-04, Vol.33 (5), p.591-610

2009

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Breaking wave-induced response of composite breakwater and liquefaction in seabed foundation

Coastal engineering (Amsterdam), 2014-03, Vol.85, p.72-86

2014

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Finite element simulations of seismic effects on retaining walls with liquefiable backfills

International journal for numerical and analytical methods in geomechanics, 2009-04, Vol.33 (6), p.791-816

2009

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Finite element analysis of cracking and delamination of concrete beam due to steel corrosion

Engineering structures, 2013-11, Vol.56, p.8-21

2013

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Deflectometer-based analysis of ballasted railway tracks

Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 2007-07, Vol.160 (3), p.169-177

2007

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Determination of the coefficient of consolidation using a least squares method

Géotechnique, 2003-09, Vol.53 (7), p.673-678

Chan, A. H. C.

2003

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Finite element analysis of the effects of radial expansion of corroded reinforcement

Computers & structures, 2006-05, Vol.84 (13), p.917-929

2006

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The patch test-a condition for assessing FEM convergence

International journal for numerical methods in engineering, 1986-01, Vol.22 (1), p.39-62

1986

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Reliability evaluation and optimisation of imperfect inspections for a component with multi-defects

Reliability engineering & system safety, 2007, Vol.92 (1), p.65-73

2007

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Non-occupational post-exposure prophylaxis for HIV at St Michael's Hospital, Toronto: a retrospective review of patient eligibility and clinical outcomes

International journal of STD & AIDS, 2013-05, Vol.24 (5), p.393-397

2013

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Intermittency in pp collisions at $\sqrt{s}=$ 0.9, 7 and 8 TeV from the CMS collaboration

SciPost physics proceedings, 2022-08 (10), p.032, Article 032

2022

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A genetic-algorithm-based approach for scheduling the renewal of railway track components

Proceedings of the Institution of Mechanical Engineers. Part F, Journal of rail and rapid transit, 2009-11, Vol.223 (6), p.533-541

2009

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Optimizing Policies of Railway Ballast Tamping and Renewal

Transportation research record, 2006-01, Vol.1943 (1943), p.50-56

2006

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Oscillations in Modified Combinants of Hadronic Multiplicity Distributions

SciPost physics proceedings, 2022-08 (10), p.004, Article 004

2022

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Probabilistic Model for Predicting Rail Breaks and Controlling Risk of Derailment

Transportation research record, 2007, Vol.1995 (1), p.76-83

2007

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Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems

International journal for numerical methods in engineering, 1988-05, Vol.26 (5), p.1039-1055

1988

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Analyzing the Deformation of Multilayered Saturated Sandy Soils under Large Building Foundation

Effect of corrosion on ductility of reinforcing bars

Computational geomechanics: The heritage of Olek Zienkiewicz

Residual capacity of corroded reinforcing bars

Movements in the Piccadilly Line tunnels due to the Heathrow Express construction

Reliability analysis and maintenance decision for railway sleepers using track condition information

Fully coupled dynamic analysis of an earth dam

Consolidation and dynamics of 3D unsaturated porous seabed under rigid caisson breakwater loaded by hydrostatic pressure and wave

Numerical Modeling of Wave-Induced Liquefaction around Pipelines

Wave-induced progressive liquefaction in a poro-elastoplastic seabed: A two-layered model

Breaking wave-induced response of composite breakwater and liquefaction in seabed foundation

Finite element simulations of seismic effects on retaining walls with liquefiable backfills

Finite element analysis of cracking and delamination of concrete beam due to steel corrosion

Deflectometer-based analysis of ballasted railway tracks

Determination of the coefficient of consolidation using a least squares method

Finite element analysis of the effects of radial expansion of corroded reinforcement

The patch test-a condition for assessing FEM convergence

Reliability evaluation and optimisation of imperfect inspections for a component with multi-defects

Non-occupational post-exposure prophylaxis for HIV at St Michael's Hospital, Toronto: a retrospective review of patient eligibility and clinical outcomes

Intermittency in pp collisions at $\sqrt{s}=$ 0.9, 7 and 8 TeV from the CMS collaboration

A genetic-algorithm-based approach for scheduling the renewal of railway track components

Optimizing Policies of Railway Ballast Tamping and Renewal

Oscillations in Modified Combinants of Hadronic Multiplicity Distributions

Probabilistic Model for Predicting Rail Breaks and Controlling Risk of Derailment

Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems

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