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Chris Martin
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Cited by
Year
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
4522006
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
3622007
Upper-bound analysis of lateral pile capacity in cohesive soil
CM Martin, MF Randolph
Géotechnique 56 (2), 141-145, 2006
3582006
Physical and numerical modelling of offshore foundations under combined loads
CM Martin
University of Oxford, 1994
3361994
Exact bearing capacity calculations using the method of characteristics
CM Martin
Proc. IACMAG. Turin 11, 441-450, 2005
3092005
Undrained bearing capacity factors for conical footings on clay
GT Houlsby, CM Martin
Géotechnique 53 (5), 513-520, 2003
2732003
Combined loading of spudcan foundations on clay: numerical modelling
CM Martin, GT Houlsby
Géotechnique 51 (8), 687-699, 2001
2642001
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
2282001
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
2192015
Combined loading of spudcan foundations on clay: laboratory tests
CM Martin, GT Houlsby
Géotechnique 50 (4), 325-338, 2000
2062000
Suction caisson foundations for offshore wind turbines
B Byrne, G Houlsby, C Martin, P Fish
Wind Engineering 26 (3), 145-155, 2002
2032002
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
2002019
User guide for ABC-analysis of bearing capacity version 1.0
CM Martin
OUEL Rep. No. 226 3, 2004
160*2004
Vertical bearing capacity of skirted circular foundations on Tresca soil
C Martin, X Icsmge
1492001
Limit analysis of the undrained bearing capacity of offshore pipelines
CM Martin, DJ White
Géotechnique 62 (9), 847-863, 2012
1282012
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
1262020
Limiting resistance of a spherical penetrometer in cohesive material
MF Randolph, CM Martin, Y Hu
Géotechnique 50 (5), 573-582, 2000
1232000
Upper bound limit analysis using discontinuous quadratic displacement fields
A Makrodimopoulos, CM Martin
Communications in Numerical Methods in Engineering 24 (11), 911-927, 2008
1142008
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
1122020
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
1102015
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