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• Conference paper

  The effect of partial drainage on measurements by a piezoball penetrometer

  Mahmoodzadeh, H., Boylan, N., Randolph, M. & Cassidy, M., 1 Dec 2011, ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2011. p. 1007-1016 10 p. (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; vol. 7).

  Research output: Chapter in Book/Conference paper › Conference paper

  • Pore pressure
  • Drainage
  • Soils
  • Silt
  • Pressure transducers
  3 Citations (Scopus)

• The Impact of Submarine Slides on Pipelines: Outcomes from the COFS-MERIWA JIP

  White, D., Randolph, M., Gaudin, C., Boylan, N. P., Wang, D., Boukpeti, N., Zhu, H. & Sahdi, F., 2016, Proceedings of the 2016 Offshore Technology Conference. Offshore Technology Conference, p. 1-31

  Research output: Chapter in Book/Conference paper › Conference paper

  • fluid
  • modeling
  • geotechnics
  • structural response
  • soil
  3 Citations (Scopus)

• Theoretical, numerical and field studies of offshore pipeline sleeper crossings

  Westgate, Z. J., Randolph, M., White, D. & Brunning, P., 2011, Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics. The Netherlands: CRC Press/Balkema, Vol. CD. p. 845-850

  Research output: Chapter in Book/Conference paper › Conference paper

  2 Citations (Scopus)

• The use of large deformation finite element analysis to investigate pipe-soil interaction during lateral buckling

  White, D., Chatterjee, S. & Randolph, M., 2011, Proceedings of the SUT SYMPOSIUM ON GLOBAL PIPELINE BUCKLING. Perth, Australia: SUT Perth, Vol. CD. p. N/A

  Research output: Chapter in Book/Conference paper › Conference paper

• Use of field penetrometer data for an integrated jackup installation monitoring system

  Hossain, M., Randolph, M., Krisdani, H., Purwana, O. A. & Quah, M., 2011, Proceedings of 13th International Conference: The Jack-Up Platform Design, Construction & Operation. UK: City University, London, Vol. CD. p. N/A

  Research output: Chapter in Book/Conference paper › Conference paper

• Variable penetration rate cone testing for characterization of intermediate soils

  Dejong, J. T., Jaeger, R. A., Boulanger, R. W., Randolph, M. & Wahl, D. A. J., 2013, Geotechnical and Geophysical Site Characterization 4 (Proceedings ISC-4: the fourth international conference on site characterization). London, UK: CRC Press, Vol. 1. p. 25-42

  Research output: Chapter in Book/Conference paper › Conference paper

  32 Citations (Scopus)
• Chapter

  Chapter 6: The application of centrifuge model testing to deepwater geotechnical problems

  Clukey, E. C. & Randolph, M., 2011, Deepwater Foundations and Pipeline Geomechanics. McCarron, W. O. (ed.). USA: J. Ross Publishing, p. 28

  Research output: Chapter in Book/Conference paper › Chapter

• Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles

  Randolph, M., 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads. Prisco, C. D. & Wood, D. M. (eds.). first ed. Italy: Springer, Vol. 534. p. 481-521 (International Centre for Mechanical Sciences, Courses and Lectures - No. 534).

  Research output: Chapter in Book/Conference paper › Chapter

  8 Citations (Scopus)

• Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction

  Randolph, M., 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads. Prisco, C. D. & Wood, D. M. (eds.). first ed. Italy: Springer, Vol. 534. p. 529-573 (International Centre for Mechanical Sciences (CISM), Courses and Lectures).

  Research output: Chapter in Book/Conference paper › Chapter

  1 Citation (Scopus)

• Offshore Design Approaches and Model Tests for Sub-Failure Cyclic Loading of Foundations

  Randolph, M., 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads. Prisco, C. D. & Wood, D. M. (eds.). first ed. Italy: Springer, Vol. 534. p. 441-480 (International Centre for Mechanical Sciences (CISM), Courses and Lectures).

  Research output: Chapter in Book/Conference paper › Chapter

  15 Citations (Scopus)
• Book

  Offshore Geotechnical Engineering

  Randolph, M. & Gourvenec, S., 2011, UK: Spon Press.

  Research output: Book/Report › Book
• 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
  48 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
  31 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
  51 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)

  83 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
  20 Citations (Scopus)

  387 Downloads (Pure)

• 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 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 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
  15 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)

• 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)

  364 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)

  248 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
  45 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
  51 Citations (Scopus)