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Showing 88 publications by Chris Martin

Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings

Burd HJ, Yiu WN, Acikgoz S & Martin CM (2022), TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 119

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@article{soilfoundationi-2022/1,
  title={Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings},
  author={Burd HJ, Yiu WN, Acikgoz S & Martin CM},
  journal={TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY},
  volume={119},
  number={ARTN 104208},
  year = "2022"
}

Rate effects on the uplift capacity of pipelines embedded in clay: finite element modelling

Sheil B, Byrne B & Martin C (2021), Computers and Geotechnics

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@article{rateeffectsonth-2021/6,
  title={Rate effects on the uplift capacity of pipelines embedded in clay: finite element modelling},
  author={Sheil B, Byrne B & Martin C},
  journal={Computers and Geotechnics},
  number={104155},
  publisher={Elsevier},
  year = "2021"
}

Analysis of the added mass term in soil bearing capacity problems

Kwa KA, Weymouth GD, White DJ & Martin CM (2021), GEOTECHNIQUE LETTERS, 11(1)

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@article{analysisofthead-2021/3,
  title={Analysis of the added mass term in soil bearing capacity problems},
  author={Kwa KA, Weymouth GD, White DJ & Martin CM},
  journal={GEOTECHNIQUE LETTERS},
  volume={11},
  year = "2021"
}

DEM simulations of transverse pipe-soil interaction on sand

Macaro G, Utili S & Martin CM (2021), GEOTECHNIQUE, 71(3), 189-204

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@article{demsimulationso-2021/3,
  title={DEM simulations of transverse pipe-soil interaction on sand},
  author={Macaro G, Utili S & Martin CM},
  journal={GEOTECHNIQUE},
  volume={71},
  pages={189-204},
  year = "2021"
}

Influence of Masonry Building Characteristics on Tunnel-Induced Building Damage

Burd H, Yiu WN & Martin CM (2021), Lecture Notes in Civil Engineering, 126, 156-163

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@inproceedings{influenceofmaso-2021/1,
  title={Influence of Masonry Building Characteristics on Tunnel-Induced Building Damage},
  author={Burd H, Yiu WN & Martin CM},
  pages={156-163},
  year = "2021"
}

Application of the PISA design model to monopiles embedded in layered soils

Burd H, Abadie C, Byrne B, Houlsby G, Martin C et al. (2020), Géotechnique, 70(11), 1067-1082

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@article{applicationofth-2020/9,
  title={Application of the PISA design model to monopiles embedded in layered soils},
  author={Burd H, Abadie C, Byrne B, Houlsby G, Martin C et al.},
  journal={Géotechnique},
  volume={70},
  pages={1067-1082},
  publisher={Thomas Telford},
  year = "2020"
}

Simulation of overburden pressure during laboratory investigations of axial pipe–soil interaction

Sheil B, Martin C & Byrne B (2019), Geotechnique, 71(3), 272-278

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@article{simulationofove-2019/12,
  title={Simulation of overburden pressure during laboratory investigations of axial pipe–soil interaction},
  author={Sheil B, Martin C & Byrne B},
  journal={Geotechnique},
  volume={71},
  pages={272-278},
  publisher={Thomas Telford},
  year = "2019"
}

PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

Byrne B, Houlsby G, Burd H, Gavin K, Igoe D et al. (2019), Geotechnique, 70(11), 1030-1047

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@article{pisadesignmodel-2019/12,
  title={PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till},
  author={Byrne B, Houlsby G, Burd H, Gavin K, Igoe D et al.},
  journal={Geotechnique},
  volume={70},
  pages={1030-1047},
  publisher={Thomas Telford},
  year = "2019"
}

Critical failure mechanisms in relatively flat undrained slopes

Griffiths DV & MARTIN CM (2019), Geotechnique Letters, 10, 95-99

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@article{criticalfailure-2019/12,
  title={Critical failure mechanisms in relatively flat undrained slopes},
  author={Griffiths DV & MARTIN CM},
  journal={Geotechnique Letters},
  volume={10},
  pages={95-99},
  publisher={Thomas Telford},
  year = "2019"
}

New data analysis methods for instrumented medium-scale monopile field tests

Burd H, Beuckelaers W, Byrne B, Gavin K, Houlsby G et al. (2019), Géotechnique, 70(11), 961-969

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@article{newdataanalysis-2019/11,
  title={New data analysis methods for instrumented medium-scale monopile field tests},
  author={Burd H, Beuckelaers W, Byrne B, Gavin K, Houlsby G et al.},
  journal={Géotechnique},
  volume={70},
  pages={961-969},
  publisher={ICE Publishing},
  year = "2019"
}

Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden

Byrne B, McAdam R, Burd H, Beuckelaers W, Gavin K et al. (2019), Géotechnique, 70(11), 970-985

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@article{monotoniclatera-2019/11,
  title={Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden},
  author={Byrne B, McAdam R, Burd H, Beuckelaers W, Gavin K et al.},
  journal={Géotechnique},
  volume={70},
  pages={970-985},
  publisher={Thomas Telford},
  year = "2019"
}

Shear strength of soil berm during lateral buckling of subsea pipelines

Rismanchian A, White DJ, Randolph MF & Martin CM (2019), APPLIED OCEAN RESEARCH, 90

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@article{shearstrengthof-2019/9,
  title={Shear strength of soil berm during lateral buckling of subsea pipelines},
  author={Rismanchian A, White DJ, Randolph MF & Martin CM},
  journal={APPLIED OCEAN RESEARCH},
  volume={90},
  number={ARTN 101864},
  year = "2019"
}

Formulation and implementation of a practical multi-surface soil plasticity model

Whyte , Burd H, Martin C & Rattley MJ (2019), Computers and Geotechnics, 117

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@article{formulationandi-2019/9,
  title={Formulation and implementation of a practical multi-surface soil plasticity model},
  author={Whyte , Burd H, Martin C & Rattley MJ},
  journal={Computers and Geotechnics},
  volume={117},
  number={103092},
  publisher={Elsevier},
  year = "2019"
}

Bending strength predictions of cross-laminated timber plates subjected to concentrated loading using 3D finite-element-based limit analysis approaches

Li M, Füssl J, Lukacevic M, Martin CM & Eberhardsteiner J (2019), Composite Structures, 220, 912-925

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@article{bendingstrength-2019/7,
  title={Bending strength predictions of cross-laminated timber plates subjected to concentrated loading using 3D finite-element-based limit analysis approaches},
  author={Li M, Füssl J, Lukacevic M, Martin CM & Eberhardsteiner J},
  journal={Composite Structures},
  volume={220},
  pages={912-925},
  year = "2019"
}

Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk

McAdam R, Byrne B, Houlsby G, Beuckelaers W, Burd H et al. (2019), Géotechnique, 70 (11), 986-998

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@article{monotoniclatera-2019/7,
  title={Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk},
  author={McAdam R, Byrne B, Houlsby G, Beuckelaers W, Burd H et al.},
  journal={Géotechnique},
  volume={70 },
  pages={986-998},
  publisher={Thomas Telford},
  year = "2019"
}

Ground characterisation for PISA pile testing and analysis

Zdravković L, Jardine RJ, Taborda DMG, Abadias D, Burd HJ et al. (2019), Géotechnique, 70(11), 945-960

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@article{groundcharacter-2019/7,
  title={Ground characterisation for PISA pile testing and analysis},
  author={Zdravković L, Jardine RJ, Taborda DMG, Abadias D, Burd HJ et al.},
  journal={Géotechnique},
  volume={70},
  pages={945-960},
  publisher={Thomas Telford},
  year = "2019"
}

Finite element modelling of laterally loaded piles in a stiff glacial clay till at Cowden

Zdravkovic L, Taborda DMG, Potts DM, Abadias D, Burd HJ et al. (2019), Géotechnique, 70(11), 999-1013

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@article{finiteelementmo-2019/7,
  title={Finite element modelling of laterally loaded piles in a stiff glacial clay till at Cowden},
  author={Zdravkovic L, Taborda DMG, Potts DM, Abadias D, Burd HJ et al.},
  journal={Géotechnique},
  volume={70},
  pages={999-1013},
  publisher={Thomas Telford},
  year = "2019"
}

Finite element modelling of laterally loaded piles in a dense marine sand at Dunkirk

Taborda D, Zdravkovic L, Potts D, Burd H, Byrne B et al. (2019), Géotechnique, 70(11), 1014-1029

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@article{finiteelementmo-2019/7,
  title={Finite element modelling of laterally loaded piles in a dense marine sand at Dunkirk},
  author={Taborda D, Zdravkovic L, Potts D, Burd H, Byrne B et al.},
  journal={Géotechnique},
  volume={70},
  pages={1014-1029},
  publisher={ICE Publishing},
  year = "2019"
}

An algorithm for adaptive introduction and arrangement of velocity discontinuities within 3D finite-element-based upper bound limit analysis approaches

Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin CM (2019), COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 348, 875-911

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@article{analgorithmfora-2019/5,
  title={An algorithm for adaptive introduction and arrangement of velocity discontinuities within 3D finite-element-based upper bound limit analysis approaches},
  author={Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin CM},
  journal={COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING},
  volume={348},
  pages={875-911},
  year = "2019"
}

PISA design methods for offshore wind turbine monopiles

Byrne B, Burd H, Zdravkovic L, Abadie CN, Houlsby G et al. (2019), Annual Offshore Technology Conference 2019 (OTC 2019)

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@inproceedings{pisadesignmetho-2019/5,
  title={PISA design methods for offshore wind turbine monopiles},
  author={Byrne B, Burd H, Zdravkovic L, Abadie CN, Houlsby G et al.},
  year = "2019"
}

Assessment of numerical procedures for determining shallow foundation failure envelopes

Suryasentana S, Dunne H, Martin C, Burd H, Byrne B et al. (2019), Géotechnique, 69(10), 863-876

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@article{assessmentofnum-2019/2,
  title={Assessment of numerical procedures for determining shallow foundation failure envelopes},
  author={Suryasentana S, Dunne H, Martin C, Burd H, Byrne B et al.},
  journal={Géotechnique},
  volume={69},
  pages={863-876},
  publisher={Thomas Telford},
  year = "2019"
}

PISA: Recent developments in offshore wind turbine monopile design

Byrne BW, Burd HJ, Gavin KG, Houlsby GT, Jardine RJ et al. (2019), 18, 350-355

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@misc{pisarecentdevel-2019/1,
  title={PISA: Recent developments in offshore wind turbine monopile design},
  author={Byrne BW, Burd HJ, Gavin KG, Houlsby GT, Jardine RJ et al.},
  year = "2019"
}

A NUMERICAL UPPER BOUND FORMULATION WITH SENSIBLY-ARRANGED VELOCITY DISCONTINUITIES AND ORTHOTROPIC MATERIAL STRENGTH BEHAVIOUR

Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin CM (2018), JOURNAL OF THEORETICAL AND APPLIED MECHANICS, 56(2), 417-433

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@article{anumericalupper-2018/4,
  title={A NUMERICAL UPPER BOUND FORMULATION WITH SENSIBLY-ARRANGED VELOCITY DISCONTINUITIES AND ORTHOTROPIC MATERIAL STRENGTH BEHAVIOUR},
  author={Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin CM},
  journal={JOURNAL OF THEORETICAL AND APPLIED MECHANICS},
  volume={56},
  pages={417-433},
  year = "2018"
}

Strength predictions of clear wood at multiple scales using numerical limit analysis approaches

Li M, Füssl J, Lukacevic M, Eberhardsteiner J & Martin CM (2018), Computers and Structures, 196, 200-216

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@article{strengthpredict-2018/2,
  title={Strength predictions of clear wood at multiple scales using numerical limit analysis approaches},
  author={Li M, Füssl J, Lukacevic M, Eberhardsteiner J & Martin CM},
  journal={Computers and Structures},
  volume={196},
  pages={200-216},
  year = "2018"
}

Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements

Sheil B, Martin CM, Byrne BW, Plant M, Williams K et al. (2018), Géotechnique, 68(8), 684-698

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@article{fullscalelabora-2018/1,
  title={Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements},
  author={Sheil B, Martin CM, Byrne BW, Plant M, Williams K et al.},
  journal={Géotechnique},
  volume={68},
  pages={684-698},
  publisher={Thomas Telford (ICE Publishing)},
  year = "2018"
}

Soil-foundation contact models in finite element analysis of tunnelling-induced building damage

Yiu WN, Burd HJ & Martin CM (2018), NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING IX, VOL 2, 989-997

BibTeX
@inproceedings{soilfoundationc-2018/,
  title={Soil-foundation contact models in finite element analysis of tunnelling-induced building damage},
  author={Yiu WN, Burd HJ & Martin CM},
  pages={989-997},
  year = "2018"
}

Finite-element modelling for the assessment of tunnel-induced damage to a masonry building

Yiu WN, Burd H & Martin CM (2017), Geotechnique, 67(9), 780-794

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@article{finiteelementmo-2017/7,
  title={Finite-element modelling for the assessment of tunnel-induced damage to a masonry building},
  author={Yiu WN, Burd H & Martin CM},
  journal={Geotechnique},
  volume={67},
  pages={780-794},
  publisher={Thomas Telford (ICE Publishing)},
  year = "2017"
}

Comparison of unit cell-based computational methods for predicting the strength of wood

Fuessl J, Li M, Lukacevic M, Eberhardsteiner J & Martin CM (2017), ENGINEERING STRUCTURES, 141, 427-443

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@article{comparisonofuni-2017/6,
  title={Comparison of unit cell-based computational methods for predicting the strength of wood},
  author={Fuessl J, Li M, Lukacevic M, Eberhardsteiner J & Martin CM},
  journal={ENGINEERING STRUCTURES},
  volume={141},
  pages={427-443},
  year = "2017"
}

Modelling large plastic deformations of cohesive soils using sequential limit analysis

Kong D, Martin CM & Byrne B (2017), International Journal for Numerical and Analytical Methods in Geomechanics, 41(18), 1781-1806

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@article{modellinglargep-2017/6,
  title={Modelling large plastic deformations of cohesive soils using sequential limit analysis},
  author={Kong D, Martin CM & Byrne B},
  journal={International Journal for Numerical and Analytical Methods in Geomechanics},
  volume={41},
  pages={1781-1806},
  publisher={John Wiley and Sons Ltd},
  year = "2017"
}

Sequential limit analysis of pipe-soil interaction during large-amplitude cyclic lateral displacements

Kong D, Martin CM & Byrne B (2017), Geotechnique, 68(1), 64-75

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@article{sequentiallimit-2017/4,
  title={Sequential limit analysis of pipe-soil interaction during large-amplitude cyclic lateral displacements},
  author={Kong D, Martin CM & Byrne B},
  journal={Geotechnique},
  volume={68},
  pages={64-75},
  publisher={ICE Publishing},
  year = "2017"
}

Capacity of rectangular mudmat foundations on clay under combined loading

Dunne HP & Martin C (2017), Géotechnique, 67(2), 168-180

BibTeX View PDF
@article{capacityofrecta-2017/1,
  title={Capacity of rectangular mudmat foundations on clay under combined loading},
  author={Dunne HP & Martin C},
  journal={Géotechnique},
  volume={67},
  pages={168-180},
  publisher={Thomas Telford},
  year = "2017"
}

Capacity analysis of suction caissons used in catenary mooring systems

Dunne HP & Martin CM (2017), ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, 2017-September, 721-724

BibTeX
@inproceedings{capacityanalysi-2017/1,
  title={Capacity analysis of suction caissons used in catenary mooring systems},
  author={Dunne HP & Martin CM},
  pages={721-724},
  year = "2017"
}

Three different methods for predicting the strength behaviour of clear wood - A performance comparison and basis for a combined approach

Füssl J, Li M, Lukacevic M, Eberhardsteiner J & Martin C (2016), WCTE 2016 - World Conference on Timber Engineering

BibTeX
@inproceedings{threedifferentm-2016/1,
  title={Three different methods for predicting the strength behaviour of clear wood - A performance comparison and basis for a combined approach},
  author={Füssl J, Li M, Lukacevic M, Eberhardsteiner J & Martin C},
  year = "2016"
}

A numerical limit analysis approach for predicting strength of clear wood

Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin C (2016), WCTE 2016 - World Conference on Timber Engineering

BibTeX
@inproceedings{anumericallimit-2016/1,
  title={A numerical limit analysis approach for predicting strength of clear wood},
  author={Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin C},
  year = "2016"
}

A numerical limit analysis approach for predicting strength of clear wood

Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin C (2016), WCTE 2016 - World Conference on Timber Engineering

BibTeX
@inproceedings{anumericallimit-2016/1,
  title={A numerical limit analysis approach for predicting strength of clear wood},
  author={Li M, Fuessl J, Lukacevic M, Eberhardsteiner J & Martin C},
  year = "2016"
}

Three different methods for predicting the strength behaviour of clear wood - A performance comparison and basis for a combined approach

Füssl J, Li M, Lukacevic M, Eberhardsteiner J & Martin C (2016), WCTE 2016 - World Conference on Timber Engineering

BibTeX
@inproceedings{threedifferentm-2016/1,
  title={Three different methods for predicting the strength behaviour of clear wood - A performance comparison and basis for a combined approach},
  author={Füssl J, Li M, Lukacevic M, Eberhardsteiner J & Martin C},
  year = "2016"
}

Field validation of fibre Bragg grating sensors for measuring strain on driven steel piles

Doherty P, Igoe D, Murphy G, Gavin K, Preston J et al. (2015), GEOTECHNIQUE LETTERS, 5(2), 74-79

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@article{fieldvalidation-2015/2,
  title={Field validation of fibre Bragg grating sensors for measuring strain on driven steel piles},
  author={Doherty P, Igoe D, Murphy G, Gavin K, Preston J et al.},
  journal={GEOTECHNIQUE LETTERS},
  volume={5},
  pages={74-79},
  year = "2015"
}

Three-dimensional limit analysis of rectangular mudmat foundations

Martin CM, Dunne HP, Wallerand R & Brown N (2015), Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, 789-794

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@inproceedings{threedimensiona-2015/1,
  title={Three-dimensional limit analysis of rectangular mudmat foundations},
  author={Martin CM, Dunne HP, Wallerand R & Brown N},
  pages={789-794},
  year = "2015"
}

Undrained bearing capacity of skirted mudmats on inclined seabeds

Dunne HP, Martin CM, Muir L, Brown N & Waller R (2015), Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, 783-788

BibTeX View PDF
@inproceedings{undrainedbearin-2015/1,
  title={Undrained bearing capacity of skirted mudmats on inclined seabeds},
  author={Dunne HP, Martin CM, Muir L, Brown N & Waller R},
  pages={783-788},
  year = "2015"
}

Undrained vertical bearing capacity of perforated shallow foundations

Tapper L, Martin CM, Byrne BW & Lehane BM (2015), Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, 813-818

BibTeX View PDF
@inproceedings{undrainedvertic-2015/1,
  title={Undrained vertical bearing capacity of perforated shallow foundations},
  author={Tapper L, Martin CM, Byrne BW & Lehane BM},
  pages={813-818},
  year = "2015"
}

Numerical modelling of large diameter piles under lateral loading for offshore wind applications

Zdravković L, Taborda DMG, Potts DM, Jardine RJ, Sideri M et al. (2015), Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, 759-764

BibTeX
@inproceedings{numericalmodell-2015/1,
  title={Numerical modelling of large diameter piles under lateral loading for offshore wind applications},
  author={Zdravković L, Taborda DMG, Potts DM, Jardine RJ, Sideri M et al.},
  pages={759-764},
  year = "2015"
}

New design methods for large diameter piles under lateral loading for offshore wind applications

Byrne BW, McAdam R, Burd HJ, Houlsby GT, Martin CM et al. (2015), Frontiers in Offshore Geotechnics III - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, 705-710

BibTeX View PDF
@inproceedings{newdesignmethod-2015/1,
  title={New design methods for large diameter piles under lateral loading for offshore wind applications},
  author={Byrne BW, McAdam R, Burd HJ, Houlsby GT, Martin CM et al.},
  pages={705-710},
  year = "2015"
}

Field testing of large diameter piles under lateral loading for offshore wind applications

Byrne BW, Mcadam RA, Burd HJ, Houlsby GT, Martin CM et al. (2015), Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015, 3, 1255-1260

BibTeX
@inproceedings{fieldtestingofl-2015/1,
  title={Field testing of large diameter piles under lateral loading for offshore wind applications},
  author={Byrne BW, Mcadam RA, Burd HJ, Houlsby GT, Martin CM et al.},
  pages={1255-1260},
  year = "2015"
}

DEM analyses of pipe-soil interaction for offshore pipelines on sand

Macaro G, Utili S & Martin CM (2015), Geomechanics from Micro to Macro, Vols I and II, 595-600

BibTeX
@inproceedings{demanalysesofpi-2015/,
  title={DEM analyses of pipe-soil interaction for offshore pipelines on sand},
  author={Macaro G, Utili S & Martin CM},
  pages={595-600},
  year = "2015"
}

Effects of polymer and bentonite support fluids on concrete-sand interface shear strength

Lam C, Jefferis SA & Martin CM (2014), GEOTECHNIQUE, 64(1), 28-39

BibTeX View PDF
@article{effectsofpolyme-2014/1,
  title={Effects of polymer and bentonite support fluids on concrete-sand interface shear strength},
  author={Lam C, Jefferis SA & Martin CM},
  journal={GEOTECHNIQUE},
  volume={64},
  pages={28-39},
  year = "2014"
}

Combined load capacity of grillage foundations on loose sand

Tapper L, Byrne BW & Martin CM (2014), Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, 1, 629-635

BibTeX View PDF
@article{combinedloadcap-2014/1,
  title={Combined load capacity of grillage foundations on loose sand},
  author={Tapper L, Byrne BW & Martin CM},
  journal={Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014},
  volume={1},
  pages={629-635},
  year = "2014"
}

Undrained bearing capacity of circular footings on Tresca soil using adaptive finite element analysis

Tapper L, Martin CM & Byrne BW (2014), NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, VOL 1, 699-704

BibTeX
@inproceedings{undrainedbearin-2014/,
  title={Undrained bearing capacity of circular footings on Tresca soil using adaptive finite element analysis},
  author={Tapper L, Martin CM & Byrne BW},
  pages={699-704},
  year = "2014"
}

Uplift of shallowly buried pipe sections in saturated very loose sand

Byrne B, Schupp J, Martin C, Maconochie A, Oliphant J et al. (2014), GEOTECHNIQUE, 64(10), 843-845

BibTeX View PDF
@article{upliftofshallow-2014/,
  title={Uplift of shallowly buried pipe sections in saturated very loose sand},
  author={Byrne B, Schupp J, Martin C, Maconochie A, Oliphant J et al.},
  journal={GEOTECHNIQUE},
  volume={64},
  pages={843-845},
  year = "2014"
}

Critical skirt spacing for shallow foundations under general loading

Mana DSK, Gourvenec S & Martin CM (2013), Journal of Geotechnical and Geoenvironmental Engineering, 139(tbc), tbc-tbc

BibTeX View PDF
@article{criticalskirtsp-2013/,
  title={Critical skirt spacing for shallow foundations under general loading},
  author={Mana DSK, Gourvenec S & Martin CM},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  volume={139},
  pages={tbc-tbc},
  year = "2013"
}

3D analysis of transverse pipe-soil interaction using 2D soil slices

Martin CM, Kong D & Byrne BW (2013), GEOTECHNIQUE LETTERS, 3, 119-123

BibTeX View PDF
@article{danalysisoftran-2013/,
  title={3D analysis of transverse pipe-soil interaction using 2D soil slices},
  author={Martin CM, Kong D & Byrne BW},
  journal={GEOTECHNIQUE LETTERS},
  volume={3},
  pages={119-123},
  year = "2013"
}

Uplift of shallowly buried pipe sections in saturated very loose sand

Byrne BW, Schupp J, Martin CM, Maconochie A, Oliphant J et al. (2012), Geotechnique, 63(5), 382-390

BibTeX View PDF
@article{upliftofshallow-2012/11,
  title={Uplift of shallowly buried pipe sections in saturated very loose sand},
  author={Byrne BW, Schupp J, Martin CM, Maconochie A, Oliphant J et al.},
  journal={Geotechnique},
  volume={63},
  pages={382-390},
  year = "2012"
}

Limit analysis of the undrained bearing capacity of offshore pipelines

Martin CM & White DJ (2012), Geotechnique, 62(9), 847-863

BibTeX View PDF
@article{limitanalysisof-2012/9,
  title={Limit analysis of the undrained bearing capacity of offshore pipelines},
  author={Martin CM & White DJ},
  journal={Geotechnique},
  volume={62},
  pages={847-863},
  year = "2012"
}

Numerical modelling of pipe-soil interaction during cyclic lateral buckling of on-bottom pipelines on clay.

Martin CM (2012)

BibTeX
@misc{numericalmodell-2012/,
  title={Numerical modelling of pipe-soil interaction during cyclic lateral buckling of on-bottom pipelines on clay.},
  author={Martin CM},
  year = "2012"
}

Discussion: Rate effects during pipeline upheaval buckling in sand

Byrne BW, Schupp J & Martin CM (2011), Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 164(5), 347-348

BibTeX View PDF
@article{discussionratee-2011/10,
  title={Discussion: Rate effects during pipeline upheaval buckling in sand},
  author={Byrne BW, Schupp J  & Martin CM},
  journal={Proceedings of the Institution of Civil Engineers: Geotechnical Engineering},
  volume={164},
  pages={347-348},
  year = "2011"
}

The use of adaptive finite-element limit analysis to reveal slip-line fields

Martin CM (2011), Geotechnique Letters, 1(2), 23-29

BibTeX View PDF
@article{theuseofadaptiv-2011/5,
  title={The use of adaptive finite-element limit analysis to reveal slip-line fields},
  author={Martin CM},
  journal={Geotechnique Letters},
  volume={1},
  pages={23-29},
  year = "2011"
}

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

Vlahos G, Cassidy MJ & Martin CM (2011), Geotechnique, 61(11), 947-960

BibTeX View PDF
@article{numericalsimula-2011/1,
  title={Numerical simulation of pushover tests on a model jack-up platform on clay},
  author={Vlahos G, Cassidy MJ & Martin CM},
  journal={Geotechnique},
  volume={61},
  pages={947-960},
  year = "2011"
}

Comments on 'Rigid plastic model of incremental sheet deformation using second-order cone programming'

Makrodimopoulos A & Martin CM (2010), INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 83(1), 129-132

BibTeX View PDF
@article{commentsonrigid-2010/7,
  title={Comments on 'Rigid plastic model of incremental sheet deformation using second-order cone programming'},
  author={Makrodimopoulos A & Martin CM},
  journal={INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING},
  volume={83},
  pages={129-132},
  year = "2010"
}

Undrained collapse of a shallow plane-strain trapdoor

Martin CM (2009), Geotechnique, 59(10), 855-863

BibTeX View PDF
@article{undrainedcollap-2009/12,
  title={Undrained collapse of a shallow plane-strain trapdoor},
  author={Martin CM},
  journal={Geotechnique},
  volume={59},
  pages={855-863},
  year = "2009"
}

Implementation of a force-resultant model describing spudcan load-displacement behaviour using an implicit integration scheme

Vlahos G, Cassidy MJ & Martin CM (2008), Proceedings of the International Offshore and Polar Engineering Conference, 713-720

BibTeX
@article{implementationo-2008/12,
  title={Implementation of a force-resultant model describing spudcan load-displacement behaviour using an implicit integration scheme},
  author={Vlahos G, Cassidy MJ & Martin CM},
  journal={Proceedings of the International Offshore and Polar Engineering Conference},
  pages={713-720},
  year = "2008"
}

Upper bound limit analysis using discontinuous quadratic displacement fields

Makrodimopoulos A & Martin CM (2008), Communications in Numerical Methods in Engineering, 24(11), 911-927

BibTeX View PDF
@article{upperboundlimit-2008/11,
  title={Upper bound limit analysis using discontinuous quadratic displacement fields},
  author={Makrodimopoulos A & Martin CM},
  journal={Communications in Numerical Methods in Engineering},
  volume={24},
  pages={911-927},
  year = "2008"
}

Experimental investigation of the system behaviour of a model three-legged jack-up on clay

Vlahos G, Cassidy MJ & Martin CM (2008), Applied Ocean Research, 30(4), 323-337

BibTeX View PDF
@article{experimentalinv-2008/10,
  title={Experimental investigation of the system behaviour of a model three-legged jack-up on clay},
  author={Vlahos G, Cassidy MJ & Martin CM},
  journal={Applied Ocean Research},
  volume={30},
  pages={323-337},
  year = "2008"
}

Finite-element limit analysis of Mohr-Coulomb materials in 3D using semidefinite programming

Martin CM & Makrodimopoulos A (2008), Journal of Engineering Mechanics, 134(4), 339-347

BibTeX View PDF
@article{finiteelementli-2008/4,
  title={Finite-element limit analysis of Mohr-Coulomb materials in 3D using semidefinite programming},
  author={Martin CM & Makrodimopoulos A},
  journal={Journal of Engineering Mechanics},
  volume={134},
  pages={339-347},
  year = "2008"
}

Experimental modeling of the unburial behaviour of pipelines

Byrne BW, Schupp J, Martin CM, Oliphant J, Maconochie A et al. (2008), Offshore Technology Conference, Proceedings, 4, 2475-2487

BibTeX View PDF
@article{experimentalmod-2008/1,
  title={Experimental modeling of the unburial behaviour of pipelines},
  author={Byrne BW, Schupp J, Martin CM, Oliphant J, Maconochie A et al.},
  journal={Offshore Technology Conference, Proceedings},
  volume={4},
  pages={2475-2487},
  year = "2008"
}

Upper bound limit analysis using simplex strain elements and second-order cone programming

Makrodimopoulos A & Martin CM (2007), International Journal for Numerical and Analytical Methods in Geomechanics, 31(6), 835-865

BibTeX View PDF
@article{upperboundlimit-2007/5,
  title={Upper bound limit analysis using simplex strain elements and second-order cone programming},
  author={Makrodimopoulos A & Martin CM},
  journal={International Journal for Numerical and Analytical Methods in Geomechanics},
  volume={31},
  pages={835-865},
  year = "2007"
}

Pipeline unburial behaviour in loose sand

Schupp J, Eacott N, Byrne BW, Martin CM, Oliphant J et al. (2006), Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 2006

BibTeX View PDF
@inproceedings{pipelineunburia-2006/11,
  title={Pipeline unburial behaviour in loose sand},
  author={Schupp J, Eacott N, Byrne BW, Martin CM, Oliphant J et al.},
  year = "2006"
}

Lower bound limit analysis of cohesive-frictional materials using second-order cone programming

Makrodimopoulos A & Martin CM (2006), International Journal for Numerical Methods in Engineering, 66(4), 604-634

BibTeX View PDF
@article{lowerboundlimit-2006/4,
  title={Lower bound limit analysis of cohesive-frictional materials using second-order cone programming},
  author={Makrodimopoulos A & Martin CM},
  journal={International Journal for Numerical Methods in Engineering},
  volume={66},
  pages={604-634},
  year = "2006"
}

Upper-bound analysis of lateral pile capacity in cohesive soil

Martin CM & Randolph MF (2006), Geotechnique, 56(2), 141-145

BibTeX View PDF
@article{upperboundanaly-2006/3,
  title={Upper-bound analysis of lateral pile capacity in cohesive soil},
  author={Martin CM & Randolph MF},
  journal={Geotechnique},
  volume={56},
  pages={141-145},
  year = "2006"
}

A novel formulation of upper bound limit analysis as a second-order cone programming problem

Makrodimopoulos A & Martin CM (2005), Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII(PART 2), 1083-1086

BibTeX
@article{anovelformulati-2005/12,
  title={A novel formulation of upper bound limit analysis as a second-order cone programming problem},
  author={Makrodimopoulos A & Martin CM},
  journal={Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII},
  pages={1083-1086},
  year = "2005"
}

Bearing capacity of parallel strip footings on non-homogeneous clay

Martin CM & Hazell ECJ (2005), Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics, 427-433

BibTeX
@article{bearingcapacity-2005/12,
  title={Bearing capacity of parallel strip footings on non-homogeneous clay},
  author={Martin CM & Hazell ECJ},
  journal={Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics},
  pages={427-433},
  year = "2005"
}

Development of a model jack-up unit for the study of soil-structure interaction on clay

Vlahos G, Martin CM, Prior M & Cassidy MJ (2005), International Journal of Physical Modelling in Geotechnics, 5(2), 31-48

BibTeX
@article{developmentofam-2005/6,
  title={Development of a model jack-up unit for the study of soil-structure interaction on clay},
  author={Vlahos G, Martin CM, Prior M & Cassidy MJ},
  journal={International Journal of Physical Modelling in Geotechnics},
  volume={5},
  pages={31-48},
  year = "2005"
}

Tensile loading of model caisson foundations for structures on sand

Kelly RB, Byrne BW, Houlsby GT & Martin CM (2004), Proceedings of the International Offshore and Polar Engineering Conference, 638-641

BibTeX
@inproceedings{tensileloadingo-2004/12,
  title={Tensile loading of model caisson foundations for structures on sand},
  author={Kelly RB, Byrne BW, Houlsby GT & Martin CM},
  pages={638-641},
  year = "2004"
}

Development and application of force resultant models describing jack-up foundation behaviour

Cassidy MJ, Martin CM & Houlsby GT (2004), Marine Structures, 17(3-4), 165-193

BibTeX View PDF
@article{developmentanda-2004/5,
  title={Development and application of force resultant models describing jack-up foundation behaviour},
  author={Cassidy MJ, Martin CM & Houlsby GT},
  journal={Marine Structures},
  volume={17},
  pages={165-193},
  year = "2004"
}

Discussion of "calculations of bearing capacity factor N <inf>γ</inf> using numerical limit analyses" by Boonchai Ukritchon, Andrew J. Whittle, and C. Klangvijit

Martin CM (2004), Journal of Geotechnical and Geoenvironmental Engineering, 130(10), 1106-1107

BibTeX View PDF
@article{discussionofcal-2004/1,
  title={Discussion of "calculations of bearing capacity factor N <inf>γ</inf> using numerical limit analyses" by Boonchai Ukritchon, Andrew J. Whittle, and C. Klangvijit},
  author={Martin CM},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  volume={130},
  pages={1106-1107},
  year = "2004"
}

New software for rigorous bearing capacity calculations

Martin CM (2003), BGA International Conference on Foundations, Innovations, Observations, Design and Practice, 581-592

BibTeX
@inproceedings{newsoftwareforr-2003/12,
  title={New software for rigorous bearing capacity calculations},
  author={Martin CM},
  pages={581-592},
  year = "2003"
}

Laboratory testing of shallow skirted foundations in sand

Byrne BW, Villalobos F, Houlsby GT & Martin CM (2003), BGA International Conference on Foundations, Innovations, Observations, Design and Practice, 161-173

BibTeX
@inproceedings{laboratorytesti-2003/12,
  title={Laboratory testing of shallow skirted foundations in sand},
  author={Byrne BW, Villalobos F, Houlsby GT & Martin CM},
  pages={161-173},
  year = "2003"
}

Pressure chamber testing of model caisson foundations in sand

Kelly RB, Byrne BW, Houlsby GT & Martin CM (2003), BGA International Conference on Foundations, Innovations, Observations, Design and Practice, 421-431

BibTeX
@inproceedings{pressurechamber-2003/12,
  title={Pressure chamber testing of model caisson foundations in sand},
  author={Kelly RB, Byrne BW, Houlsby GT & Martin CM},
  pages={421-431},
  year = "2003"
}

Undrained bearing capacity factors for conical footings on clay

Houlsby GT & Martin CM (2003), Geotechnique, 53(5), 513-520

BibTeX View PDF
@article{undrainedbearin-2003/1,
  title={Undrained bearing capacity factors for conical footings on clay},
  author={Houlsby GT & Martin CM},
  journal={Geotechnique},
  volume={53},
  pages={513-520},
  year = "2003"
}

Suction caisson foundations for offshore wind turbines

Byrne B, Houlsby G, Martin C & Fish P (2002), Wind Engineering, 26(3), 145-155

BibTeX View PDF
@article{suctioncaissonf-2002/12,
  title={Suction caisson foundations for offshore wind turbines},
  author={Byrne B, Houlsby G, Martin C & Fish P},
  journal={Wind Engineering},
  volume={26},
  pages={145-155},
  year = "2002"
}

Impact of centrifuge modelling on offshore foundation design

Martin CM (2002), CONSTITUTIVE AND CENTRIFUGE MODELLING: TWO EXTREMES, 135-153

BibTeX
@inproceedings{impactofcentrif-2002/,
  title={Impact of centrifuge modelling on offshore foundation design},
  author={Martin CM},
  pages={135-153},
  year = "2002"
}

Suction caisson foundations for offshore wind turbines

Byrne BW, Houlsby GT, Martin CM & Fish P (2002), Wind Engineering, 26(3), 145-155

BibTeX
@article{suctioncaissonf-2002/,
  title={Suction caisson foundations for offshore wind turbines},
  author={Byrne BW, Houlsby GT, Martin CM & Fish P},
  journal={Wind Engineering},
  volume={26},
  pages={145-155},
  year = "2002"
}

Combined loading of spudcan foundations on clay: Numerical modelling

Martin CM & Houlsby GT (2001), Geotechnique, 51(8), 687-699

BibTeX View PDF
@article{combinedloading-2001/1,
  title={Combined loading of spudcan foundations on clay: Numerical modelling},
  author={Martin CM & Houlsby GT},
  journal={Geotechnique},
  volume={51},
  pages={687-699},
  year = "2001"
}

Vertical bearing capacity of skirted circular foundations on Tresca soil

Martin CM, ICSMGE XV & ICSMGE XV (2001), PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 743-746

BibTeX
@inproceedings{verticalbearing-2001/,
  title={Vertical bearing capacity of skirted circular foundations on Tresca soil},
  author={Martin CM, ICSMGE XV & ICSMGE XV},
  pages={743-746},
  year = "2001"
}

Limiting resistance of a spherical penetrometer in cohesive material

Randolph MF, Martin CM & Hu Y (2000), Géotechnique, 50(5), 573-582

BibTeX View PDF
@article{limitingresista-2000/10,
  title={Limiting resistance of a spherical penetrometer in cohesive material},
  author={Randolph MF, Martin CM & Hu Y},
  journal={Géotechnique},
  volume={50},
  pages={573-582},
  publisher={Thomas Telford Ltd.},
  year = "2000"
}

Combined loading of spudcan foundations on clay: Laboratory tests

Martin CM & Houlsby GT (2000), Geotechnique, 50(4), 325-338

BibTeX View PDF
@article{combinedloading-2000/1,
  title={Combined loading of spudcan foundations on clay: Laboratory tests},
  author={Martin CM & Houlsby GT},
  journal={Geotechnique},
  volume={50},
  pages={325-338},
  year = "2000"
}

Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour

Martin CM & Houlsby GT (1999), Proceedings of the Annual Offshore Technology Conference, 1, 797-808

BibTeX View PDF
@article{jackupunitsoncl-1999/1,
  title={Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour},
  author={Martin CM & Houlsby GT},
  journal={Proceedings of the Annual Offshore Technology Conference},
  volume={1},
  pages={797-808},
  year = "1999"
}

Modelling of the behaviour of foundations of jack-up units on clay

Houlsby GT & Martin CM (1993)

BibTeX
@article{modellingoftheb-1993/1,
  title={Modelling of the behaviour of foundations of jack-up units on clay},
  author={Houlsby GT & Martin CM},
  journal={},
  year = "1993"
}

MODELING OF THE BEHAVIOR OF FOUNDATIONS OF JACK-UP UNITS ON CLAY

HOULSBY GT & MARTIN CM (1993), PREDICTIVE SOIL MECHANICS, 339-358

BibTeX
@inproceedings{modelingofthebe-1993/,
  title={MODELING OF THE BEHAVIOR OF FOUNDATIONS OF JACK-UP UNITS ON CLAY},
  author={HOULSBY GT & MARTIN CM},
  pages={339-358},
  year = "1993"
}

PISA design model for monopiles for offshore wind turbines: application to a marine sand

Byrne B, Burd H, Taborda DMG, Zdravkovic L, Abadie CN et al. (0), Geotechnique

BibTeX
@article{pisadesignmodel-/,
  title={PISA design model for monopiles for offshore wind turbines: application to a marine sand},
  author={Byrne B, Burd H, Taborda DMG, Zdravkovic L, Abadie CN et al.},
  journal={Geotechnique},
  publisher={Thomas Telford}
}