Chris Martin 个人学术档案 - 学术资源搜索

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Byron ByrneDepartment of Engineering Science, University of Oxford在 eng.ox.ac.uk 的电子邮件经过验证
Guy HoulsbyProfessor Emeritus, University of Oxford在 eng.ox.ac.uk 的电子邮件经过验证
Ross McAdamSenior Geotechnical Engineer, Ørsted在 orsted.com 的电子邮件经过验证
Richard JardineImperial College在 imperial.ac.uk 的电子邮件经过验证
David M G TabordaReader in Geomechanical Modelling, Imperial College London在 imperial.ac.uk 的电子邮件经过验证
Lidija ZdravkovicProfessor of Computational Geomechanics, Imperial College London在 imperial.ac.uk 的电子邮件经过验证
David M PottsGCG Professor of Geotechnical Engineering, Imperial College London在 imperial.ac.uk 的电子邮件经过验证
Kenneth GavinDelft University of Technology在 tudelft.nl 的电子邮件经过验证
David IgoeTrinity College Dublin在 tcd.ie 的电子邮件经过验证
Mark CassidyDean and Professor, Faculty of Engineering and Information Technology, University of Melbourne在 unimelb.edu.au 的电子邮件经过验证
Josef EberhardsteinerProfessor, Institute for Mechanics of Materials and Structures, Vienna University of Technology在 tuwien.ac.at 的电子邮件经过验证
Josef FüsslTU Wien, Karlsplatz 13, 1040 Vienna, Austria在 tuwien.ac.at 的电子邮件经过验证
Markus LukacevicInstitute for Mechanics of Materials and Structures, TU Wien (Vienna University of Technology在 tuwien.ac.at 的电子邮件经过验证
David WhiteProfessor, University of Southampton在 soton.ac.uk 的电子邮件经过验证
Fraser BransbyUniversity of Western Australia; Fugro在 uwa.edu.au 的电子邮件经过验证
Susan GourvenecProfessor of Offshore Geotechnical Engineering, University of Southampton, UK在 southampton.ac.uk 的电子邮件经过验证
stefano utilifull Professor, Newcastle University在 newcastle.ac.uk 的电子邮件经过验证
Gerry MurphyUniversity College Dublin在 ucdconnect.ie 的电子邮件经过验证
Carlos LamGeotechnical Engineering Office在 cedd.gov.hk 的电子邮件经过验证
Barry LehaneProfessor, University of Western Australia在 uwa.edu.au 的电子邮件经过验证

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Chris Martin

Department of Engineering Science, University of Oxford

在 eng.ox.ac.uk 的电子邮件经过验证

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


标题按引用次数排序按年份排序按标题排序	引用次数引用次数	年份
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	460	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	365	2007
Upper-bound analysis of lateral pile capacity in cohesive soil CM Martin, MF Randolph Géotechnique 56 (2), 141-145, 2006	365	2006
Physical and numerical modelling of offshore foundations under combined loads CM Martin University of Oxford, 1994	343	1994
Exact bearing capacity calculations using the method of characteristics CM Martin Proc. IACMAG. Turin 11, 441-450, 2005	318	2005
Undrained bearing capacity factors for conical footings on clay GT Houlsby, CM Martin Géotechnique 53 (5), 513-520, 2003	277	2003
Combined loading of spudcan foundations on clay: numerical modelling CM Martin, GT Houlsby Géotechnique 51 (8), 687-699, 2001	269	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	237	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, 705-710, 2015	227	2015
Suction caisson foundations for offshore wind turbines B Byrne, G Houlsby, C Martin, P Fish Wind Engineering 26 (3), 145-155, 2002	211	2002
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	210	2019
Combined loading of spudcan foundations on clay: laboratory tests CM Martin, GT Houlsby Géotechnique 50 (4), 325-338, 2000	208	2000
User guide for ABC-analysis of bearing capacity version 1.0 CM Martin OUEL Rep. No. 226 3, 2004	169*	2004
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 stiff glacial clay till BW Byrne, GT Houlsby, HJ Burd, KG Gavin, DJP Igoe, RJ Jardine, ... Géotechnique 70 (11), 1030-1047, 2020	146	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	131	2020
Limit analysis of the undrained bearing capacity of offshore pipelines CM Martin, DJ White Géotechnique 62 (9), 847-863, 2012	129	2012
Limiting resistance of a spherical penetrometer in cohesive material MF Randolph, CM Martin, Y Hu Géotechnique 50 (5), 573-582, 2000	128	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	110	2015

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