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
BibTeX
@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
BibTeX
@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)
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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)
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
BibTeX
@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
@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
BibTeX
@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
BibTeX
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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
@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}
}