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• Article

  A dynamic large deformation finite element method based on mesh regeneration

  Wang, D., Randolph, M. & White, D., 2013, In : Computers and Geotechnics. 54, p. 192-201

  Research output: Contribution to journal › Article

  • finite element method
  • regeneration
  • interpolation
  • Interpolation
  • Finite element method
  46 Citations (Scopus)

• A GPU parallel computing strategy for the material point method

  Dong, Y., Wang, D. & Randolph, M., May 2015, In : Computers and Geotechnics. 66, p. 31-38

  Research output: Contribution to journal › Article

  • parallel computing
  • Parallel processing systems
  • Graphics processing unit
  • Computational efficiency
  • Soils
  18 Citations (Scopus)

• Analytical modelling of the steady flow of a submarine slide and consequent loading on a pipeline

  Boukpeti, N., White, D. & Randolph, M., 2012, In : Geotechnique. 62, 2, p. 137-146

  Research output: Contribution to journal › Article
  21 Citations (Scopus)

• Analytical solution for ultimate embedment depth and potential holding capacity of plate anchors

  Tian, Y., Randolph, M. & Cassidy, M., 2015, In : Geotechnique. 65, 6, p. 517-530

  Research output: Contribution to journal › Article

  • anchor
  • Anchors
  • plasticity
  • Plasticity
  • services
  30 Citations (Scopus)

• An analytical solution for the consolidation around a laterally loaded pile

  Osman, A. S. & Randolph, M. F., 4 Jun 2012, In : International Journal of Geomechanics. 12, 3, p. 199-208 10 p.

  Research output: Contribution to journal › Article

  • Consolidation
  • Piles
  • consolidation
  • pile
  • Soils
  18 Citations (Scopus)

• A new hysteretic seabed model for riser-soil interaction

  Zargar, E., Kimiaei, M. & Randolph, M., Mar 2019, In : Marine Structures. 64, p. 360-378 19 p.

  Research output: Contribution to journal › Article
  5 Citations (Scopus)

• A novel technique to mitigate the effect of gapping on the uplift capacity of offshore shallow foundations

  Mana, D. S. K., Gourvenec, S. & Randolph, M., 2013, In : Geotechnique. 63, 14, p. 1245-1252

  Research output: Contribution to journal › Article
  7 Citations (Scopus)

• A numerical study of cone penetration in fine-grained soils allowing for consolidation effects

  Yi, J. T., Goh, S. H., Lee, F. H. & Randolph, M., 2012, In : Geotechnique. 62, 8, p. 707-719

  Research output: Contribution to journal › Article
  49 Citations (Scopus)

• A plasticity model to assess the keying of plate anchors

  Cassidy, M., Gaudin, C., Randolph, M., Wong, P. C., Wang, D. & Tian, Y., 2012, In : Geotechnique. 62, 9, p. 825-836

  Research output: Contribution to journal › Article
  68 Citations (Scopus)

• Approximation of the maximum dynamic stress range in steel catenary risers using artificial neural networks

  Queau, L., Kimiaei, M. & Randolph, M., Jun 2015, In : Engineering Structures. 92, p. 172-185

  Research output: Contribution to journal › Article

  • Fatigue damage
  • Neural networks
  • Steel
  • Fatigue of materials
  • Screening
  10 Citations (Scopus)

• A tool for ROV-based seabed friction measurement

  Stanier, S., White, D., Chatterjee, S., Brunning, P. & Randolph, M., Mar 2015, In : Applied Ocean Research. 50, p. 155-162 8 p.

  Research output: Contribution to journal › Article

  • Remotely operated vehicles
  • Friction
  • Pipe
  • Hydraulic actuators
  • Anchors
  2 Citations (Scopus)

• Bearing capacity on sand overlying clay: An analytical model for predicting post peak behaviour

  Hu, P., Cassidy, M. J. & Randolph, M. F., 1 May 2018, In : Marine Structures. 59, p. 94-104 11 p.

  Research output: Contribution to journal › Article

  Open Access

  File

  • Clay
  • Bearing capacity
  • Sand
  • Analytical models
  • Centrifuges
  2 Citations (Scopus)

  51 Downloads (Pure)

• Bearing capacity on sand overlying clay soils: a simplified conceptual model

  Lee, K. K., Cassidy, M. & Randolph, M., 2013, In : Geotechnique. 63, 15, p. 1285-1297

  Research output: Contribution to journal › Article
  50 Citations (Scopus)

• Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure

  Lee, K. K., Cassidy, M. & Randolph, M., 2013, In : Geotechnique. 63, 15, p. 1271-1284

  Research output: Contribution to journal › Article

  Open Access
  79 Citations (Scopus)

• Buckling of monopod bucket foundations-influence of boundary conditions and soil-structure interaction

  Madsen, S., Pinna, R., Randolph, M. & Andersen, L. V., 2015, In : Wind and Structures, An International Journal. 21, 6, p. 641-656

  Research output: Contribution to journal › Article

  • Soil-structure Interaction
  • Soil structure interactions
  • Buckling
  • Wind Turbine
  • Influence

• Catastrophic failure in planar landslides with a fully softened weak zone

  Zhang, W. C., Wang, D., Randolph, M. & Puzrin, A. M., Sep 2015, In : Geotechnique. 65, 9, p. 755-769

  Research output: Contribution to journal › Article

  Open Access

  File

  • Landslides
  • Shear bands
  • shear band
  • landslide
  • Degradation
  19 Citations (Scopus)

  377 Downloads (Pure)

• Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift

  Acosta-Martinez, H., Gourvenec, S. & Randolph, M., 2012, In : Geotechnique. 62, 4, p. 317-328

  Research output: Contribution to journal › Article

  12 Citations (Scopus)

• Centrifuge study on effect of installation method on lateral response of monopiles in sand

  Fan, S., Bienen, B. & Randolph, M., 4 Sep 2019, In : International Journal of Physical Modelling in Geotechnics. 13 p.

  Research output: Contribution to journal › Article

  • Centrifuges
  • centrifuge
  • Sand
  • sand
  • Piles

• Comparing CPTU Q-F and Q-u2/'v0 soil classification charts

  Schneider, J. A., Hotstream, J. N., Mayne, P. W. & Randolph, M., 2012, In : Geotechnique Letters. 2, 4, p. 209-215

  Research output: Contribution to journal › Article
  21 Citations (Scopus)

• Considerations on the design of keying flap of plate anchors

  Tian, Y., Gaudin, C., Cassidy, M. & Randolph, M., 2013, In : Journal of Geotechnical and Geoenvironmental Engineering. 139, 7, p. 1156-1164

  Research output: Contribution to journal › Article

  • anchor
  • loss
  • centrifugal model test
  • soil strength
  • bearing capacity
  28 Citations (Scopus)

• Coupled consolidation analysis of pipe-soil interactions

  Chatterjee, S., White, D. & Randolph, M., 2013, In : Canadian Geotechnical Journal. 50, 6, p. 609-619

  Research output: Contribution to journal › Article

  • Consolidation
  • consolidation
  • Soils
  • pipe
  • Pipe
  32 Citations (Scopus)

• Criteria for planar shear band propagation in submarine landslides along weak layers

  Zhang, W., Randolph, M. F., Puzrin, A. M. & Wang, D., 9 Dec 2019, In : Landslides.

  Research output: Contribution to journal › Article

  • submarine landslide
  • Landslides
  • Shear bands
  • shear band
  • travel
  2 Citations (Scopus)

• Dimensionless groups governing response of steel catenary risers

  Quéau, L. M., Kimiaei, M. & Randolph, M., 2013, In : Ocean Engineering. 74, p. 247-259

  Research output: Contribution to journal › Article

  • Steel
  • Fatigue damage
  • Structural properties
  • Soils
  • Uncertainty
  22 Citations (Scopus)

• Effectiveness of Effective Area Method for Assessing Undrained Capacity of Shallow Rectangular Foundations

  Feng, X., Gourvenec, S., Randolph, M. F. & Teng, R., Feb 2019, In : Journal of Geotechnical and Geoenvironmental Engineering. 145, 2, 10 p., 06018013.

  Research output: Contribution to journal › Article

  Open Access

  File
  1 Citation (Scopus)

  435 Downloads (Pure)

• Effect of a surficial crust on mudmat capacity under fully three-dimensional loading

  Feng, X., Gourvenec, S., Randolph, M., Wallerand, R. & Dimmock, P., 2015, In : Géotechnique. 65, 7, p. 590-603

  Research output: Contribution to journal › Article
  10 Citations (Scopus)

• Effect of installation method on static and dynamic load test response for large diameter open-ended piles in sand

  Heins, E., Bienen, B., Randolph, M. & Grabe, 15 Oct 2018, In : The International Journal of Physical Modelling in Geotechnics. 20, 1, 23 p.

  Research output: Contribution to journal › Article

  • Dynamic loads
  • Piles
  • Sand
  • pile
  • sand
  1 Citation (Scopus)

• Effect of soil biology and pore water chemistry on a lakebed sediment

  Colreavy, C., O'Loughlin, C. D., Bishop, D. T. & Randolph, M. F., 1 Nov 2019, In : Geotechnique. 69, 11, p. 959-970 12 p.

  Research output: Contribution to journal › Article

  • soil biology
  • Sediments
  • water chemistry
  • porewater
  • Soils
  2 Citations (Scopus)

• Effects of pore water pressure dissipation on rate dependency of shear strength in localised failure of soils

  Puzrin, A. M. & Randolph, M., Jul 2015, In : International Journal for Numerical and Analytical Methods in Geomechanics. 39, p. 1045-1062

  Research output: Contribution to journal › Article

  • Pore pressure
  • Shear bands
  • Shear strength
  • shear band
  • shear strength
  6 Citations (Scopus)

• Elastoplastic consolidation beneath shallowly embedded offshore pipelines

  Chatterjee, S., Yan, Y., Randolph, M. & White, D., 2012, In : Geotechnique Letters. 2, 2, p. 73-79

  Research output: Contribution to journal › Article
  28 Citations (Scopus)

• Experimental investigation of reverse end bearing of offshore shallow foundations

  Mana, D. S. K., Gourvenec, S. & Randolph, M., 2013, In : Canadian Geotechnical Journal. 50, 10, p. 1022-1033

  Research output: Contribution to journal › Article

  • uplift
  • Soils
  • suction
  • compression
  • soil
  43 Citations (Scopus)

• Failure mechanisms of skirted foundations in uplift and compression

  Mana, D., Gourvenec, S., Randolph, M. & Hossain, M., 2012, In : International Journal of Physical Modelling in Geotechnics. 12, 2, p. 47-62

  Research output: Contribution to journal › Article
  32 Citations (Scopus)

• Field observations of as-laid pipeline embedment in carbonate sediment

  Westgate, Z., White, D. & Randolph, M., 2012, In : Geotechnique. 62, 9, p. 787-798

  Research output: Contribution to journal › Article
  22 Citations (Scopus)

• Hybrid subsea foundations for subsea equipment

  Dimmock, P., Clukey, E. C., Randolph, M., Murff, D. & Gaudin, C., 2013, In : Journal of Geotechnical and Geoenvironmental Engineering. 139, 12, p. 2182-2192

  Research output: Contribution to journal › Article

  • pile
  • modeling
  • riser
  • soft clay
  • footprint
  25 Citations (Scopus)

• Influence of Partial Consolidation during Cone Penetration on Estimated Soil Behavior Type and Pore Pressure Dissipation Measurements

  Dejong, J. & Randolph, M., 2012, In : Journal of Geotechnical and Geoenvironmental Engineering. 138, 7, p. 777-788

  Research output: Contribution to journal › Article
  51 Citations (Scopus)

• Interaction forces between pipelines and submarine slides — A geotechnical viewpoint

  Randolph, M. & White, D., 2012, In : Ocean Engineering. 48, p. 32-37

  Research output: Contribution to journal › Article
  50 Citations (Scopus)

• Interpretation of piezoball dissipation testing in clay

  Mahmoodzadeh, H., Wang, D. & Randolph, M., 2015, In : Geotechnique. 65, 10, p. 831-842

  Research output: Contribution to journal › Article

  • Pore pressure
  • Clay
  • dissipation
  • clay
  • Testing
  26 Citations (Scopus)

• Investigating the deep

  Saucier, H., Randolph, M. & Gourvenec, S., 1 Nov 2015, Offshore Engineer, 40, 11, p. 32-34 3 p.

  Research output: Contribution to specialist publication › Article

  • Carbonates
  • Coastal zones
  • Deepwater drilling
  • Debris
  • Engineers

• Large deformation finite element analyses in geotechnical engineering

  Wang, D., Bienen, B., Nazem, M., Tian, Y., Zheng, J., Pucker, T. & Randolph, M., Apr 2015, In : Computers and Geotechnics. 65, p. 104 -114

  Research output: Contribution to journal › Article

  • Geotechnical engineering
  • geotechnical engineering
  • interpolation
  • Interpolation
  • penetrometer
  88 Citations (Scopus)

• Large deformation finite element analysis investigating the performance of anchor keying flap

  Wang, D., Gaudin, C. & Randolph, M., 2013, In : Ocean Engineering. 59, p. 107-116

  Research output: Contribution to journal › Article

  • Anchors
  • Finite element method
  • Chemical activation
  • Soils
  • Hinges
  20 Citations (Scopus)

• Modelling the axial soil resistance on deep-water pipelines

  Randolph, M., White, D. & Yan, Y., 2012, In : Geotechnique. 62, 9, p. 837-846

  Research output: Contribution to journal › Article
  63 Citations (Scopus)

• Modelling the embedment process during offshore pipe-laying on fine-grained soils

  Westgate, Z., White, D. & Randolph, M., 2013, In : Canadian Geotechnical Journal. 50, 1, p. 15-27

  Research output: Contribution to journal › Article

  • pipe laying
  • Soils
  • Pipe
  • Pipelines
  • sea state
  28 Citations (Scopus)

• Modelling the static stress–strain state around the fan-structure in the shear rupture head

  Tarasov, B. G., Sadovskii, V. M., Sadovskaya, O. V., Cassidy, M. J. & Randolph, M. F., 1 May 2018, In : Applied Mathematical Modelling. 57, p. 268-279 12 p.

  Research output: Contribution to journal › Article

  • Rupture
  • Fan
  • Fans
  • Modeling
  • Dislocation
  3 Citations (Scopus)

• Numerical investigation of diving potential and optimization of offshore anchors

  Tian, Y., Gaudin, C., Randolph, M. F., Cassidy, M. J. & Peng, B., 1 Feb 2018, In : Journal of Geotechnical and Geoenvironmental Engineering. 144, 2, 04017117.

  Research output: Contribution to journal › Article

  • diving
  • anchor
  • Anchors
  • offshore engineering
  • Numerical analysis
  2 Citations (Scopus)

• Numerical investigation of dynamic installation of torpedo anchors in clay

  Kim, Y., Hossain, M., Wang, D. & Randolph, M., 1 Nov 2015, In : Ocean Engineering. 108, p. 820-832 13 p.

  Research output: Contribution to journal › Article

  Open Access

  File

  • Anchors
  • Clay
  • Soils
  • Shear strength
  • Strain rate
  40 Citations (Scopus)

  428 Downloads (Pure)

• Numerical investigations of the effect of strain softening on the behaviour of embedded mooring chains

  Sun, C., Feng, X., Bransby, M. F., Neubecker, S. R., Randolph, M. F. & Gourvenec, S., 1 Nov 2019, In : Applied Ocean Research. 92, 101944.

  Research output: Contribution to journal › Article

  Open Access

  • Mooring
  • Anchors
  • Soils
  • Shear strength
  2 Citations (Scopus)

• Numerical simulations of pipe-soil interaction during large lateral movements on clay

  Chatterjee, S., White, D. & Randolph, M., 2012, In : Geotechnique. 62, 8, p. 693-705

  Research output: Contribution to journal › Article
  40 Citations (Scopus)

• Numerical Study of Mobilized Friction along Embedded Catenary Mooring Chains

  Sun, C., Feng, X., Neubecker, S. R., Randolph, M. F., Bransby, M. F. & Gourvenec, S., 1 Oct 2019, In : Journal of Geotechnical and Geoenvironmental Engineering. 145, 10, 13 p., 04019081.

  Research output: Contribution to journal › Article

  Open Access

  • Mooring
  • Anchors
  • friction
  • Soils
  • Friction
  6 Citations (Scopus)

• Numerical study of spudcan penetration in loose sand overlying clay

  Yu, L., Hu, Y., Liu, J., Randolph, M. & Kong, X., 2012, In : Computers and Geotechnics. 46, p. 1-12

  Research output: Contribution to journal › Article
  32 Citations (Scopus)

• On the calculation of cumulative strain around full-flow penetrometers in steady-state conditions

  Osman, A. S. & Randolph, M., 4 Feb 2015, In : International Journal for Numerical and Analytical Methods in Geomechanics. 39, 4, p. 368-387 20 p.

  Research output: Contribution to journal › Article

  • penetrometer
  • strain rate
  • calculation
  • cone penetration test
  • Galerkin method
  3 Citations (Scopus)

• Penetration of dynamically installed anchors in clay

  O'Loughlin, C., Richardson, M. D., Randolph, M. & Gaudin, C., 2013, In : Geotechnique. 63, 11, p. 909-919

  Research output: Contribution to journal › Article

  • anchor
  • Anchors
  • Clay
  • penetration
  • clay
  80 Citations (Scopus)