Chris Martin

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Byron ByrneDepartment of Engineering Science, University of OxfordVerified email at eng.ox.ac.uk
Guy HoulsbyProfessor Emeritus, University of OxfordVerified email at eng.ox.ac.uk
Ross McAdamSenior Geotechnical Engineer, ØrstedVerified email at orsted.com
Richard JardineImperial CollegeVerified email at imperial.ac.uk
David M G TabordaReader in Geomechanical Modelling, Imperial College LondonVerified email at imperial.ac.uk
Lidija ZdravkovicProfessor of Computational Geomechanics, Imperial College LondonVerified email at imperial.ac.uk
David M PottsGCG Professor of Geotechnical Engineering, Imperial College LondonVerified email at imperial.ac.uk
Kenneth GavinDelft University of TechnologyVerified email at tudelft.nl
David IgoeTrinity College DublinVerified email at tcd.ie
Mark CassidyDean and Professor, Faculty of Engineering and Information Technology, University of MelbourneVerified email at unimelb.edu.au
Josef EberhardsteinerProfessor, Institute for Mechanics of Materials and Structures, Vienna University of TechnologyVerified email at tuwien.ac.at
Josef FüsslTU Wien, Karlsplatz 13, 1040 Vienna, AustriaVerified email at tuwien.ac.at
Markus LukacevicInstitute for Mechanics of Materials and Structures, TU Wien (Vienna University of TechnologyVerified email at tuwien.ac.at
David WhiteProfessor, University of SouthamptonVerified email at soton.ac.uk
Fraser BransbyUniversity of Western Australia; FugroVerified email at uwa.edu.au
Susan GourvenecProfessor of Offshore Geotechnical Engineering, University of Southampton, UKVerified email at southampton.ac.uk
stefano utilifull Professor, Newcastle UniversityVerified email at newcastle.ac.uk
Gerry MurphyUniversity College DublinVerified email at ucdconnect.ie
Carlos LamGeotechnical Engineering OfficeVerified email at cedd.gov.hk
Barry LehaneProfessor, University of Western AustraliaVerified email at uwa.edu.au

Chris Martin

Department of Engineering Science, University of Oxford

Verified email at eng.ox.ac.uk

Geotechnical Engineering Computational Plasticity Soil-Structure Interaction Offshore Foundations and Pipelines


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Lower bound limit analysis of cohesive‐frictional materials using second‐order cone programming A Makrodimopoulos, CM Martin International Journal for Numerical Methods in Engineering 66 (4), 604-634, 2006	467	2006
Upper bound limit analysis using simplex strain elements and second‐order cone programming A Makrodimopoulos, CM Martin International journal for numerical and analytical methods in geomechanics …, 2007	372	2007
Upper-bound analysis of lateral pile capacity in cohesive soil CM Martin, MF Randolph Géotechnique 56 (2), 141-145, 2006	370	2006
Physical and numerical modelling of offshore foundations under combined loads CM Martin University of Oxford, 1994	349	1994
Exact bearing capacity calculations using the method of characteristics CM Martin Proc. IACMAG. Turin 11, 441-450, 2005	321	2005
Undrained bearing capacity factors for conical footings on clay GT Houlsby, CM Martin Géotechnique 53 (5), 513-520, 2003	279	2003
Combined loading of spudcan foundations on clay: numerical modelling CM Martin, GT Houlsby Géotechnique 51 (8), 687-699, 2001	271	2001
Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations CM Martin, MF Randolph Proc., 10th Int. Conf. on Computer Methods and Advances in Geomechanics 2 …, 2001	240	2001
New design methods for large diameter piles under lateral loading for offshore wind applications BW Byrne, R McAdam, HJ Burd, GT Houlsby, CM Martin, L Zdravkovic, ... Frontiers in offshore geotechnics III 1, 705-710, 2015	230	2015
PISA: new design methods for offshore wind turbine monopiles BW Byrne, HJ Burd, L Zdravković, RA McAdam, DMG Taborda, ... Revue Française de Géotechnique, 3, 2019	223	2019
Suction caisson foundations for offshore wind turbines B Byrne, G Houlsby, C Martin, P Fish Wind Engineering 26 (3), 145-155, 2002	212	2002
Combined loading of spudcan foundations on clay: laboratory tests CM Martin, GT Houlsby Géotechnique 50 (4), 325-338, 2000	209	2000
User guide for ABC-analysis of bearing capacity version 1.0 CM Martin OUEL Rep. No. 226 3, 2004	171*	2004
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till BW Byrne, GT Houlsby, HJ Burd, KG Gavin, DJP Igoe, RJ Jardine, ... Géotechnique 70 (11), 1030-1047, 2020	165	2020
Vertical bearing capacity of skirted circular foundations on Tresca soil C Martin, X Icsmge	155	2001
PISA design model for monopiles for offshore wind turbines: application to a marine sand HJ Burd, DMG Taborda, L Zdravković, CN Abadie, BW Byrne, GT Houlsby, ... Géotechnique 70 (11), 1048-1066, 2020	150	2020
Limit analysis of the undrained bearing capacity of offshore pipelines CM Martin, DJ White Géotechnique 62 (9), 847-863, 2012	135	2012
Limiting resistance of a spherical penetrometer in cohesive material MF Randolph, CM Martin, Y Hu Géotechnique 50 (5), 573-582, 2000	129	2000
Upper bound limit analysis using discontinuous quadratic displacement fields A Makrodimopoulos, CM Martin Communications in Numerical Methods in Engineering 24 (11), 911-927, 2008	115	2008
Numerical modelling of large diameter piles under lateral loading for offshore wind applications L Zdravkovic, DMG Taborda, DM Potts, RJ Jardine, M Sideri, ... Frontiers in offshore geotechnics III 1, 759-764, 2015	112	2015

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