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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)

• An analytical solution for the undrained horizontal–torsional resistance of mudmats

  Feng, X., Randolph, M. F. & Gourvenec, S., 1 Apr 2017, In : Geotechnique. 67, 4, p. 325-337 13 p.

  Research output: Contribution to journal › Article

  • sliding
  • limit analysis
  • soil strength
  • torsion
  • bearing capacity
  4 Citations (Scopus)

• An extended interpretation of the free-fall piezocone test in clay

  Chow, S., O'Loughlin, C., White, D. & Randolph, M., 1 Dec 2017, In : Géotechnique. 67, 12, p. 1090-1103

  Research output: Contribution to journal › Article

  • penetrometer
  • Clay
  • Strain rate
  • Pore pressure
  • Centrifuges
  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
  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)

• 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)

• Application of a memory surface model to predict whole-life settlements of a sliding foundation

  Corti, R., Gourvenec, S. M., Randolph, M. F. & Diambra, A., 1 Aug 2017, In : Computers and Geotechnics. 88, p. 152-163 12 p.

  Research output: Contribution to journal › Article

  • Surface hardening
  • sliding
  • hardening
  • Data storage equipment
  • Centrifuges
  8 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

• 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)

• 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 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)

• Effects of pile installation on subsequent response under lateral loading, Part I: Pile installation

  Fan, S., Bienen, B. & Randolph, M., 20 Oct 2020, (Accepted/In press) In : Journal of Geotechnical and Geoenvironmentral Engineering.

  Research output: Contribution to journal › Article

  • Piles
  • pile
  • stiffness
  • Offshore wind turbines
  • Soils

• 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)

• Elastoplastic consolidation solutions for scaling from shallow penetrometers to pipelines

  Yan, Y., White, D. J. & Randolph, M. F., 4 Feb 2017, In : Canadian Geotechnical Journal. 54, 6, p. 881-895 15 p.

  Research output: Contribution to journal › Article

  Open Access

  • penetrometer
  • Consolidation
  • consolidation
  • Pipelines
  • Pipe
  8 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 and analytical study of X-Section Cast-In-Place concrete pile installation effect

  Zhou, H., Liu, H., Randolph, M. F., Kong, G. & Cao, Z., 1 Jun 2017, In : International Journal of Physical Modelling in Geotechnics. 17, 2, p. 103-121 19 p.

  Research output: Contribution to journal › Article

  • Cast in place concrete
  • Piles
  • pile
  • experimental study
  • Soils
  20 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)

• From progressive to catastrophic failure in submarine landslides with curvilinear slope geometries

  Zhang, W., Wang, D., Randolph, M. F. & Puzrin, A. M., 1 Dec 2017, In : Geotechnique. 67, 12, p. 1104-1119 16 p.

  Research output: Contribution to journal › Article

  • submarine landslide
  • Landslides
  • Shear bands
  • shear band
  • geometry
  6 Citations (Scopus)

• Genesis of the national geotechnical centrifuge facility - A 30 year perspective

  Randolph, M. F. & Gaudin, C., 1 Jun 2017, In : Australian Geomechanics Journal. 52, 2, p. 1-14 14 p.

  Research output: Contribution to journal › Article

  • Centrifuges
  • centrifuge
  • infrastructure
  • Abutments (bridge)
  • Geotechnical engineering
  3 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)

• 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)

• Investigation of impact forces on pipeline by submarine landslide using material point method

  Dong, Y., Wang, D. & Randolph, M. F., 1 Dec 2017, In : Ocean Engineering. 146, p. 21-28 8 p.

  Research output: Contribution to journal › Article

  • Landslides
  • Pipelines
  • Pipe
  • Shear strength
  • Shear strain
  20 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)

• 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
  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 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
  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)

• 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

• 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)

• 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
  3 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

• 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)

• Runout of submarine landslide simulated with material point method

  Dong, Y., Wang, D. & Randolph, M. F., Jun 2017, In : Journal of Hydrodynamics. 29, 3, p. 438-444 7 p.

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