Chris Martin

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Byron ByrneDepartment of Engineering Science, University of OxfordEmail verificata su eng.ox.ac.uk
Guy HoulsbyProfessor Emeritus, University of OxfordEmail verificata su eng.ox.ac.uk
Ross McAdamSenior Geotechnical Engineer, ØrstedEmail verificata su orsted.com
Richard JardineImperial CollegeEmail verificata su imperial.ac.uk
David M G TabordaReader in Geomechanical Modelling, Imperial College LondonEmail verificata su imperial.ac.uk
Lidija ZdravkovicProfessor of Computational Geomechanics, Imperial College LondonEmail verificata su imperial.ac.uk
David M PottsGCG Professor of Geotechnical Engineering, Imperial College LondonEmail verificata su imperial.ac.uk
Kenneth GavinDelft University of TechnologyEmail verificata su tudelft.nl
David IgoeTrinity College DublinEmail verificata su tcd.ie
Mark CassidyDean and Professor, Faculty of Engineering and Information Technology, University of MelbourneEmail verificata su unimelb.edu.au
Josef EberhardsteinerProfessor, Institute for Mechanics of Materials and Structures, Vienna University of TechnologyEmail verificata su tuwien.ac.at
Josef FüsslTU Wien, Karlsplatz 13, 1040 Vienna, AustriaEmail verificata su tuwien.ac.at
Markus LukacevicTU Wien (Vienna University of Technology)Email verificata su tuwien.ac.at
David WhiteProfessor, University of SouthamptonEmail verificata su soton.ac.uk
Fraser BransbyUniversity of Western Australia; FugroEmail verificata su uwa.edu.au
Susan GourvenecProfessor of Offshore Geotechnical Engineering, University of Southampton, UKEmail verificata su southampton.ac.uk
stefano utilifull Professor, Newcastle UniversityEmail verificata su newcastle.ac.uk
Gerry MurphyUniversity College DublinEmail verificata su ucdconnect.ie
Carlos LamGeotechnical Engineering OfficeEmail verificata su cedd.gov.hk
Barry LehaneProfessor, University of Western AustraliaEmail verificata su uwa.edu.au

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Chris Martin

Department of Engineering Science, University of Oxford

Email verificata su eng.ox.ac.uk

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


Titolo Ordina per citazioni Ordina per anno Ordina per titolo	Citata da Citata da	Anno
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	486	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	382	2007
Upper-bound analysis of lateral pile capacity in cohesive soil CM Martin, MF Randolph Géotechnique 56 (2), 141-145, 2006	377	2006
Physical and numerical modelling of offshore foundations under combined loads CM Martin University of Oxford, 1994	356	1994
Exact bearing capacity calculations using the method of characteristics CM Martin Proc. IACMAG. Turin 11, 441-450, 2005	333	2005
Undrained bearing capacity factors for conical footings on clay GT Houlsby, CM Martin Géotechnique 53 (5), 513-520, 2003	292	2003
Combined loading of spudcan foundations on clay: numerical modelling CM Martin, GT Houlsby Géotechnique 51 (8), 687-699, 2001	277	2001
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	245	2019
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	244	2015
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	244	2001
Suction caisson foundations for offshore wind turbines B Byrne, G Houlsby, C Martin, P Fish Wind Engineering 26 (3), 145-155, 2002	223	2002
Combined loading of spudcan foundations on clay: laboratory tests CM Martin, GT Houlsby Géotechnique 50 (4), 325-338, 2000	215	2000
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	186	2020
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	174	2020
User guide for ABC-analysis of bearing capacity version 1.0 CM Martin OUEL Rep. No. 226 3, 2004	173*	2004
Vertical bearing capacity of skirted circular foundations on Tresca soil C Martin, X Icsmge	159	2001
Limit analysis of the undrained bearing capacity of offshore pipelines CM Martin, DJ White Géotechnique 62 (9), 847-863, 2012	142	2012
Limiting resistance of a spherical penetrometer in cohesive material MF Randolph, CM Martin, Y Hu Géotechnique 50 (5), 573-582, 2000	130	2000
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk DMG Taborda, L Zdravković, DM Potts, HJ Burd, BW Byrne, KG Gavin, ... Géotechnique 70 (11), 1014-1029, 2020	121	2020
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	117	2015

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