Showing 50 publications by Chris Martin
Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings
Yiu W, Acikgoz S, Martin C & Burd H (2021), Tunnelling and Underground Space Technology, 119
BibTeX
@article{soilfoundationi-2021/10,
title={Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings},
author={Yiu W, Acikgoz S, Martin C & Burd H},
journal={Tunnelling and Underground Space Technology},
volume={119},
number={104208},
publisher={Elsevier},
year = "2021"
}
Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings
Yiu W, Acikgoz S, Martin C & Burd H (2021), Tunnelling and Underground Space Technology, 119
BibTeX
@article{soilfoundationi-2021/10,
title={Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings},
author={Yiu W, Acikgoz S, Martin C & Burd H},
journal={Tunnelling and Underground Space Technology},
volume={119},
number={104208},
publisher={Elsevier},
year = "2021"
}
Rate effects on the uplift capacity of pipelines embedded in clay: finite element modelling
Sheil B, Byrne B & Martin C (2021), Computers and Geotechnics, 137
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},
volume={137},
number={104155},
publisher={Elsevier},
year = "2021"
}
Analysis of the added mass term in soil bearing capacity problems
Kwa K, Weymouth G, White D & Martin C (2021), Géotechnique Letters, 11(1), 80-87
BibTeX
@article{analysisofthead-2021/3,
title={Analysis of the added mass term in soil bearing capacity problems},
author={Kwa K, Weymouth G, White D & Martin C},
journal={Géotechnique Letters},
volume={11},
pages={80-87},
publisher={ ICE Publishing},
year = "2021"
}
Influence of Masonry Building Characteristics on Tunnel-Induced Building Damage
Burd H, Yiu WN & Martin CM (2021), 126, 156-163
BibTeX
@inproceedings{influenceofmaso-2021/,
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, 101864
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},
pages={101864},
publisher={Elsevier},
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/,
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"
}
PISA: new design methods for offshore wind turbine monopiles
Byrne BW, Burd HJ, Zdravković L, McAdam RA, Taborda DMG et al. (2019), Revue Française de Géotechnique(158), 3
BibTeX
@article{pisanewdesignme-2019/,
title={PISA: new design methods for offshore wind turbine monopiles},
author={Byrne BW, Burd HJ, Zdravković L, McAdam RA, Taborda DMG et al.},
journal={Revue Française de Géotechnique},
pages={3},
publisher={EDP Sciences},
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, 2, 989-997
BibTeX
@inproceedings{soilfoundationc-2018/1,
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"
}
Three-dimensional limit analysis of rectangular mudmat foundations
Martin C, Dunne H, Wallerand R & Brown N (2015), 789-794
BibTeX
@inproceedings{threedimensiona-2015/5,
title={Three-dimensional limit analysis of rectangular mudmat foundations},
author={Martin C, Dunne H, Wallerand R & Brown N},
pages={789-794},
year = "2015"
}
Undrained bearing capacity of skirted mudmats on inclined seabeds
Dunne H, Martin C, Muir L, Brown N & Wallerand R (2015), 783-788
BibTeX
@inproceedings{undrainedbearin-2015/5,
title={Undrained bearing capacity of skirted mudmats on inclined seabeds},
author={Dunne H, Martin C, Muir L, Brown N & Wallerand R},
pages={783-788},
year = "2015"
}
Undrained vertical bearing capacity of perforated shallow foundations
Tapper L, Martin C, Byrne B & Lehane B (2015), 813-818
BibTeX
@inproceedings{undrainedvertic-2015/5,
title={Undrained vertical bearing capacity of perforated shallow foundations},
author={Tapper L, Martin C, Byrne B & Lehane B},
pages={813-818},
year = "2015"
}
Numerical modelling of large diameter piles under lateral loading for offshore wind applications
Zdravković L, Taborda D, Potts D, Jardine R, Sideri M et al. (2015), 759-764
BibTeX
@inproceedings{numericalmodell-2015/5,
title={Numerical modelling of large diameter piles under lateral loading for offshore wind applications},
author={Zdravković L, Taborda D, Potts D, Jardine R, Sideri M et al.},
pages={759-764},
year = "2015"
}
New design methods for large diameter piles under lateral loading for offshore wind applications
Byrne B, McAdam R, Burd H, Houlsby G, Martin C et al. (2015), 705-710
BibTeX
@inproceedings{newdesignmethod-2015/5,
title={New design methods for large diameter piles under lateral loading for offshore wind applications},
author={Byrne B, McAdam R, Burd H, Houlsby G, Martin C et al.},
pages={705-710},
year = "2015"
}
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), Géotechnique 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={Géotechnique Letters},
volume={5},
pages={74-79},
publisher={ICE publishing},
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"
}
Undrained vertical bearing capacity of perforated shallow foundations
Tapper L, Martin CM, Byrne BW & Lehane BM (2015), 813-818
BibTeX
@misc{undrainedvertic-2015/1,
title={Undrained vertical bearing capacity of perforated shallow foundations},
author={Tapper L, Martin CM, Byrne BW & Lehane BM},
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), 705-710
BibTeX
@misc{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.},
year = "2015"
}
Uplift of shallowly buried pipe sections in saturated very loose sand
BYRNE B, SCHUPP J, MARTIN C, MACONOCHIE A, OLIPHANT J et al. (2014), Géotechnique, 64(10), 843-845
BibTeX
@article{upliftofshallow-2014/10,
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={Géotechnique},
volume={64},
pages={843-845},
publisher={ICE publishing},
year = "2014"
}
DEM analyses of pipe-soil interaction for offshore pipelines on sand
Macaro G, Utili S & Martin C (2014), 595-600
BibTeX
@inproceedings{demanalysesofpi-2014/8,
title={DEM analyses of pipe-soil interaction for offshore pipelines on sand},
author={Macaro G, Utili S & Martin C},
pages={595-600},
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 - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014, 1, 699-704
BibTeX
@inproceedings{undrainedbearin-2014/1,
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"
}