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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)

• 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)

• 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 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)

• 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)

  55 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)

• Centrifuge Modeling of the Cyclic Lateral Response of a Rigid Pile in Soft Clay

  Zhang, C., White, D. & Randolph, M., 2011, In : Journal of Geotechnical and Geoenvironmental Engineering. 137, 7, p. 717-729

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

• 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)

• 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)

• 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)

• Dynamic propagation criteria for catastrophic failure in planar landslides

  Zhang, W., Wang, D., Randolph, M. F. & Puzrin, A. M., 10 Dec 2016, In : International Journal for Numerical and Analytical Methods in Geomechanics. 40, 17, p. 2312-2338 27 p.

  Research output: Contribution to journal › Article

  • Landslides
  • landslide
  • Sediments
  • softening
  • Kinetic energy
  11 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 shaft on resistance of a ball penetrometer

  Zhou, H. & Randolph, M., 2011, In : Geotechnique. 61, 11, p. 973-953

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

• Effect of soil characteristics on relative values of piezocone, T-bar and ball penetration resistances.

  Low, H. E., Randolph, M., Lunne, T., Andersen, K. H. & Sjursen, M. A., 2011, In : Geotechnique. 61, 8, p. 651-664

  Research output: Contribution to journal › Article
  14 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)

• Estimating consolidation parameters from field piezoball tests

  Colreavy, C., O'Loughlin, C. & Randolph, M., Apr 2016, In : Géotechnique. 66, 4, p. 333-343

  Research output: Contribution to journal › Article

  Open Access

  File

  • Consolidation
  • Pore pressure
  • consolidation
  • penetration
  • dissipation
  18 Citations (Scopus)

  360 Downloads (Pure)

• Evaluation of elastic stiffness parameters for pipeline-soil interaction

  Guha, I., Randolph, M. & White, D., Jun 2016, In : Journal of Geotechnical and Geoenvironmental Engineering. 142, 6, p. 04016009-1-04016009-12 04016009.

  Research output: Contribution to journal › Article

  • stiffness
  • evaluation
  • soil
  • parameter
  • recommendation
  13 Citations (Scopus)

• Experience with a dual pore pressure element piezoball

  Colreavy, C., O'Loughlin, C. D. & Randolph, M. F., Sep 2016, In : International Journal of Physical Modelling in Geotechnics. 16, 3, p. 101-118

  Research output: Contribution to journal › Article

  Open Access

  File

  • Pore pressure
  • pore pressure
  • Pressure measurement
  • Consolidation
  • consolidation
  19 Citations (Scopus)

  246 Downloads (Pure)

• 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)

• Geotechnical characterisation and engineering properties of Burswood Clay

  Low, H. E., Landon Maynard, M., Randolph, M. & Degroot, D. J., 2011, In : Geotechnique. 61, 7, p. 575-591

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

• Guidelines for offshore in situ testing and interpretation in deepwater soft clays

  Lunne, T., Andersen, K. H., Low, H. E. & Randolph, M., 2011, In : Canadian Geotechnical Journal. 48, 4, p. 543-556

  Research output: Contribution to journal › Article
  44 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)

• Improved concept of lithospheric strength and earthquake activity at shallow depths based upon the fan-head dynamic shear rupture mechanism

  Tarasov, B. & Randolph, M., 23 Jan 2016, In : Tectonophysics. 667, p. 124-143

  Research output: Contribution to journal › Article

  • earthquakes
  • fans
  • rupture
  • rocks
  • earthquake hypocenter
  10 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)

• Keying of rectangular plate anchors in normally consolidated clays

  Wang, D., Hu, Y. & Randolph, M., 2011, In : Journal of Geotechnical and Geoenvironmental Engineering. 137, 12, p. 1244-1253

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

• Laboratory development of a vertically oriented penetrometer for shallow seabed characterization

  Sahdi, F., White, D., Gaudin, C., Randolph, M. & Boylan, N., Jan 2016, In : Canadian Geotechnical Journal. 53, 1, p. 93-102

  Research output: Contribution to journal › Article

  • penetrometer
  • Soils
  • Centrifuges
  • laboratory
  • Offshore pipelines
  6 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)

• New tools and directions in offshore site investigation

  Randolph, M. F., 1 Dec 2016, In : Australian Geomechanics Journal. 51, p. 81-92 12 p.

  Research output: Contribution to journal › Article

  Open Access

  File

  • penetrometer
  • site investigation
  • Consolidation
  • consolidation
  • Sediments
  10 Citations (Scopus)

  149 Downloads (Pure)

• Numerical analysis of a cylinder moving through rate-dependent undrained soils

  Zhu, H. & Randolph, M., 2011, In : Ocean Engineering. 38, 7, p. 943-953

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

• Numerical analysis of penetrometers free-falling into soil with shear strength increasing linearly with depth

  Moavenian, M. H., Nazem, M., Carter, J. P. & Randolph, M., 2016, In : Computers and Geotechnics. 72, p. 57-66

  Research output: Contribution to journal › Article

  • penetrometer
  • Shear strength
  • shear strength
  • Numerical analysis
  • Soils
  23 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 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 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)

• Optimization of perforation drilling for mitigating punch-through in multi-layered clays

  Hossain, M., Cassidy, M., Baker, R. & Randolph, M., 2011, In : Canadian Geotechnical Journal. 48, 11, p. 1658-1673

  Research output: Contribution to journal › Article
  12 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)

• Penetration resistance and stiffness factors for hemispherical and toroidal penetrometers in uniform clay

  Yan, Y., White, D. & Randolph, M., 2011, In : International Journal of Geomechanics. 11, p. 263-275

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

• Penetrometer based assessment of spudcan penetration resistance

  Lee, J. & Randolph, M., 2011, In : Journal of Geotechnical and Geoenvironmental Engineering. 137, 6, p. 587-596

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

• Recent advances in offshore geotechnics for deep water oil and gas developments

  Randolph, M., Gaudin, C., Gourvenec, S., White, D., Boylan, N. & Cassidy, M., 2011, In : Ocean Engineering. 38, 7, p. 818-834

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

• Response of Piles with Wings to Monotonic and Cyclic Lateral Loading in Sand

  Bienen, B., Dührkop, J., Grabe, J., Randolph, M. & White, D., 2012, In : Journal of Geotechnical and Geoenvironmental Engineering. 138, 3, p. 364-375

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