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• Article

  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 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
  52 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
  70 Citations (Scopus)

• Apparatus for measuring pipe-soil interaction behavior using shallow 'Pipe-like' penetrometers

  Schneider, M. A., Stanier, S. A., White, D. J. & Randolph, M. F., 1 May 2020, In : Geotechnical Testing Journal. 43, 3, p. 622-640

  Research output: Contribution to journal › Article

  Open Access

  • penetrometer
  • Sediments
  • Soils
  • pipe
  • Pipe
  2 Citations (Scopus)

• A smoothed particle hydrodynamics modelling of soil–water mixing and resulting changes in average strength

  Zhang, W. & Randolph, M. F., 24 Apr 2020, In : International Journal for Numerical and Analytical Methods in Geomechanics.

  Research output: Contribution to journal › Article

  • Landslides
  • Hydrodynamics
  • hydrodynamics
  • particle
  • Turbidity
  2 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
  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, J., Jan 2020, 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
  5 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)

  374 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
  14 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
  20 Citations (Scopus)

  260 Downloads (Pure)

• 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
  33 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
  23 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
  53 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)

• 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
  7 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)

• 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
  11 Citations (Scopus)

  156 Downloads (Pure)

• 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 Investigations into Development of Seabed Trenching in Semitaut Moorings

  Sun, C., Bransby, M. F., Neubecker, S. R., Randolph, M. F., Feng, X. & Gourvenec, S., Oct 2020, In : Journal of Geotechnical and Geoenvironmental Engineering. 146, 10, 04020098.

  Research output: Contribution to journal › Article

  Open Access

  • Trenching
  • Mooring
  • trench
  • Caissons
  • Soils

• 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
  41 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
  33 Citations (Scopus)

• Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements

  Buckley, R. M., McAdam, R. A., Byrne, B. W., Doherty, J. P., Jardine, R. J., Kontoe, S. & Randolph, M. F., 1 Sep 2020, In : Journal of Geotechnical and Geoenvironmental Engineering. 146, 9, 04020082.

  Research output: Contribution to journal › Article

  Open Access

  • Pile driving
  • pile driving
  • Fiber Bragg gratings
  • Optical fibers
  • Piles

• Parametric solution of lateral buckling of submarine pipelines

  Guha, I., White, D. J. & Randolph, M. F., 1 May 2020, In : Applied Ocean Research. 98, 102077.

  Research output: Contribution to journal › Article

  • Submarine pipelines
  • Buckling
  • Pipe
  • Soils
  • Pipelines

• Penetrometer testing in a calcareous silt to explore changes in soil strength

  Chow, S. H., O'Loughlin, C., Zhou, Z., White, D. & Randolph, M., Dec 2020, In : Géotechnique. 70, 12, p. 1160-1173 14 p.

  Research output: Contribution to journal › Article

  • Silt
  • penetrometer
  • soil strength
  • Consolidation
  • silt
  4 Citations (Scopus)

• Quantification of impact forces on fixed mudmats from submarine landslides using the material point method

  Dong, Y., Wang, D. & Randolph, M. F., Sep 2020, In : Applied Ocean Research. 102, 102227.

  Research output: Contribution to journal › Article

  • Landslides
  • Shear strength
  • Froude number
  • Shear strain
  • Strain rate
  1 Citation (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
  53 Citations (Scopus)

• Scour effects on p-y curves for shallowly embedded piles in sand

  Qi, W. G., Gao, F. P. P., Randolph, M. F. & Lehane, B. M., 2016, In : Géotechnique. 66, 8, p. 648-600

  Research output: Contribution to journal › Article

  • Scour
  • scour
  • Piles
  • Sand
  • pile
  44 Citations (Scopus)

• Shallow penetrometer tests: Theoretical and experimental modelling of penetration and dissipation stages

  Schneider, M. A., Stanier, S. A., White, D. J. & Randolph, M. F., 1 Jan 2020, In : Canadian Geotechnical Journal. 57, 4, p. 568-579 12 p.

  Research output: Contribution to journal › Article

  Open Access

  • penetrometer
  • Core samples
  • dissipation
  • Sediments
  • penetration
  3 Citations (Scopus)

• Shallow penetrometer tests: Theoretical and experimental modelling of the rotation stage

  Schneider, M. A., Stanier, S. A., White, D. J. & Randolph, M. F., 1 Jan 2020, In : Canadian Geotechnical Journal. 57, 4, p. 580-594 15 p.

  Research output: Contribution to journal › Article

  Open Access

  • penetrometer
  • Pore pressure
  • pore pressure
  • Sediments
  • effective stress
  1 Citation (Scopus)

• Spudcan foundations on multi-layered soils with interbedded sand and stiff clay layers

  Hossain, M. S. & Randolph, M. F., 17 Sep 2012, In : International Journal of Offshore and Polar Engineering. 22, 3, p. 248-255 8 p.

  Research output: Contribution to journal › Article

  • Clay
  • Sand
  • Soils
  • Carbonates
  • Silica sand
  5 Citations (Scopus)

• Strength of fine-grained soils at the solid-fluid transition

  Boukpeti, N., White, D., Randolph, M. & Low, H. E., 2012, In : Geotechnique. 62, 3, p. 213-226

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

• The effect of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines

  Chatterjee, S., Randolph, M. & White, D., 2012, In : Geotechnique. 62, 7, p. 573-582

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

• Use of a bounding surface model for predicting element tests and capacity of simple surface footings

  Roy, A., Chow, S. H., O'Loughlin, C., Randolph, M. & Whyte, S., 7 Jul 2020, In : Canadian Geotechnical Journal.

  Research output: Contribution to journal › Article

  Open Access

  • footing
  • test
  • Boundary value problems
  • plasticity
  • Plasticity

• Use of epoxy in developing miniature ball penetrometers for application in a geotechnical centrifuge

  Lee, K., Cassidy, M. & Randolph, M., 2012, In : International Journal of Physical Modelling in Geotechnics. 12, 3, p. 119-128

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

  A new user defined element for nonlinear riser-soil interaction analysis of steel catenary riser systems

  Liu, J., Kimiaei, M. & Randolph, M., 2016, Proceedings of the ASME 35th International Conference on Offshore Mechanics and Arctic Engineering . Paik, J. K. (ed.). American Society of Engineers, Vol. 5. V005T04A047

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

  • Soils
  • Steel
  • Fatigue of materials
  • Software packages
  • Pipe
  6 Citations (Scopus)

• Centrifuge modelling of a hybrid foundation for subsea equipment

  Gaudin, C., Randolph, M., Feng, X., Clukey, E. & Dimmock, P., 2012, Offshore Site Investigation and Geotechnics: Integrated Geotechnologies - Present and future. UK: Society for Underwater Technology, Vol. 1. p. 411-420

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

  12 Citations (Scopus)

• Characterisation of a Norwegian Quick Clay using a Piezoball Penetrometer

  Boylan, N. P., Bihs, A., Long, M., Randolph, M. F. & Nordal, S., 2016, Geotechnical and Geophysical Site Characterisation, ISC'5: Proceedings of the 5th International Conference on Geotechnical and Geophysical Site Characterisation. Lehane, B. M., Acosta-Martinez, H. E. & Kelly, R. (eds.). Queensland: Australian Geomechanics Society, p. 1193-1198 6 p.

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

  • penetrometer
  • pore pressure
  • clay
  • penetration
  • soil type

• Design of anchoring systems for deep water soft sediments

  Randolph, M. F., 2020, Advances in Offshore Geotechnics - Proceedings of ISOG 2019. Haldar, S., Patra, S. & Ghanekar, R. K. (eds.). Springer Science + Business Media, p. 1-28 28 p. (Lecture Notes in Civil Engineering; vol. 92).

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

  • Sediments
  • Mooring
  • Water
  • Caissons
  • Anchors

• Effect of gapping on the uplift resistance of a shallow skirted foundation

  Salliyil Kodakkattu Mana, D., Gourvenec, S., Randolph, M. & Hossain, M., 2012, Offshore Site Investigation and Geotechnics: Integrated Geotechnologies - Present and future. UK: Society for Underwater Technology, Vol. 1. p. 403-410

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

  6 Citations (Scopus)

• Factors influencing T-bar measurements in a geotechnical centrifuge

  Zhao, X., Gaudin, C., Randolph, M. & O'Loughlin, C., 2016, Proceedings of the 3rd European Conference on Physical Modelling in Geotechnics. Thorel, L., Bretschneider, A., Blanc, M. & Escoffier, S. (eds.). France: International Society for Soil Mechanics and Geotechnical Engineering, 6 p.

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

  • centrifuge
  • penetration
  • shear strength
  • penetrometer
  • kaolin

• Geotechnical considerations associated with offshore renewable energy installations

  Bienen, B., Gaudin, C. & Randolph, M. F., 2020, Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019.

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

  • cyclic loading
  • gas industry
  • Gas industry
  • oil industry
  • Petroleum industry
  83 Downloads (Pure)

• Keynote Lecture: Considerations in the Design of Piles in Soft Rock

  Randolph, M., 2020, Lecture Notes in Civil Engineering. Long, P. D. & Dung, N. T. (eds.). Singapore: Springer, p. 1297-1312 16 p. (Lecture Notes in Civil Engineering; vol. 62).

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

  • Piles
  • Rocks
  • Axial loads