Find Research Outputs

Search results

• Article

  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 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

• 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)

  52 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 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

• 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)

• 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)

• 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)

  436 Downloads (Pure)

• 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 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)

• 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

• 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)

• 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)

• 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 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 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 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 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)

• 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)

• 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
  38 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
  2 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)

• Shear strength of soil berm during lateral buckling of subsea pipelines

  Rismanchian, A., White, D. J., Randolph, M. F. & Martin, C. M., 1 Sep 2019, In : Applied Ocean Research. 90, 101864.

  Research output: Contribution to journal › Article

  • Shear strength
  • Buckling
  • Soils
  • Pipelines
  • Flowlines
  1 Citation (Scopus)

• Spudcan deep penetration in multi-layered fine-grained soils

  Hossain, M., Randolph, M. & Saunier, Y. N., 2011, In : International Journal of Physical Modelling in Geotechnics. 11, 3, p. 100-115

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

• Stability and efficiency studies in the numerical simulation of cone penetration in sand

  Fan, S., Bienen, B. & Randolph, M. F., 2018, In : Geotechnique Letters. 8, 1, p. 13-18

  Research output: Contribution to journal › Article

  • Cones
  • Sand
  • penetration
  • sand
  • Computer simulation
  5 Citations (Scopus)

• Subsea pipeline walking with velocity dependent seabed friction

  Guha, I., White, D. J. & Randolph, M. F., 1 Jan 2019, In : Applied Ocean Research. 82, p. 296-308 13 p.

  Research output: Contribution to journal › Article

  • Pipelines
  • Friction
  • High pressure pipelines
  • Hot Temperature
  • Exponential functions
  7 Citations (Scopus)

• Superbrittleness of rocks and earthquake activity

  Tarasov, B. & Randolph, M., 2011, In : International Journal of Rock Mechanics and Mining Sciences. 48, 6, p. 888-898

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

• The parkable piezoprobe for determining c(v) and strength - modelling and interpretation methods

  Schneider, M. A., Stanier, S. A., Chatterjee, S., White, D. J. & Randolph, M. F., May 2019, In : Geotechnique. 69, 5, p. 458-469 12 p.

  Research output: Contribution to journal › Article

  Open Access

  File
  2 Citations (Scopus)

  383 Downloads (Pure)

• Transition from shear band propagation to global slab failure in submarine landslides

  Zhang, W., Randolph, M. F., Puzrin, A. M. & Wang, D., Apr 2019, In : Canadian Geotechnical Journal. 56, 4, p. 554-569 16 p.

  Research output: Contribution to journal › Article

  Open Access

  • submarine landslide
  • Landslides
  • Shear bands
  • shear band
  • slab
  5 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, (Accepted/In press) In : Canadian Geotechnical Journal.

  Research output: Contribution to journal › Article

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

  Offshore Geotechnical Engineering

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

  Research output: Book/Report › Book
• 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
• Conference paper

  Advanced nonlinear hysteretic seabed model for dynamic fatigue analysis of steel catenary risers

  Ting, I. H. Y., Kimiaei, M. & Randolph, M., 2011, Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics. The Netherlands: CRC Press/Balkema, Vol. CD. p. 833-838

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

  9 Citations (Scopus)