2022 - Research.com Engineering and Technology in Australia Leader Award
2022 - Research.com Earth Science in Australia Leader Award
2011 - Fellow of the Royal Society, United Kingdom
2002 - Fellow of the Royal Academy of Engineering (UK)
Geotechnical engineering, Pile, Finite element method, Bearing capacity and Structural engineering are his primary areas of study. Mark Randolph has researched Geotechnical engineering in several fields, including Soil water, Penetration and Stiffness. His Pile research focuses on subjects like Soil mechanics, which are linked to Limit analysis.
His study in Finite element method is interdisciplinary in nature, drawing from both Mathematical analysis, Offshore geotechnical engineering, Rotational symmetry and Plasticity. The concepts of his Bearing capacity study are interwoven with issues in Upper and lower bounds, Embedment and Stress. His biological study deals with issues like Numerical analysis, which deal with fields such as Geometry.
Mark Randolph mainly investigates Geotechnical engineering, Structural engineering, Pile, Finite element method and Submarine pipeline. His Geotechnical engineering study combines topics in areas such as Penetration and Penetrometer. Many of his studies on Penetration apply to Soil water as well.
In general Structural engineering, his work in Stiffness, Foundation, Catenary and Soil structure interaction is often linked to Parametric statistics linking many areas of study. His Finite element method research incorporates elements of Numerical analysis and Computer simulation. His work on Offshore geotechnical engineering is being expanded to include thematically relevant topics such as Consolidation.
His primary scientific interests are in Geotechnical engineering, Offshore geotechnical engineering, Structural engineering, Submarine pipeline and Seabed. His Geotechnical engineering research is multidisciplinary, incorporating perspectives in Finite element method and Penetrometer. The Offshore geotechnical engineering study combines topics in areas such as Landslide, Bearing capacity, Foundation, Subsea and Offshore oil and gas.
His Soil structure interaction, Catenary and Fatigue damage study, which is part of a larger body of work in Structural engineering, is frequently linked to Sensitivity and Parametric statistics, bridging the gap between disciplines. The study incorporates disciplines such as Submarine landslide and Shear band in addition to Submarine pipeline. Mark Randolph focuses mostly in the field of Seabed, narrowing it down to topics relating to Stiffness and, in certain cases, Numerical analysis and Crust.
His main research concerns Geotechnical engineering, Offshore geotechnical engineering, Structural engineering, Seabed and Embedment. His Geotechnical engineering research integrates issues from Finite element method and Penetrometer. Mark Randolph has included themes like Shear strength, Catastrophic failure, Drag, Offshore oil and gas and Civil engineering in his Offshore geotechnical engineering study.
His work in the fields of Pile and Foundation overlaps with other areas such as Sensitivity. The various areas that Mark Randolph examines in his Seabed study include Soil behaviour, Trench, Linear elasticity, Exponential function and Mechanics. His Embedment study incorporates themes from Bearing capacity and Anchoring.
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The limiting pressure on a circular pile loaded laterally in cohesive soil
M. F. Randolph;G. T. Houlsby.
Geotechnique (1984)
The response of flexible piles to lateral loading
M. F. Randolph.
Geotechnique (1981)
Analysis of Deformation of Vertically Loaded Piles
Mark Randolph;C. P. Wroth.
Journal of Geotechnical and Geoenvironmental Engineering (1978)
DRIVEN PILES IN CLAY - THE EFFECTS OF INSTALLATION AND SUBSEQUENT CONSOLIDATION
M. F. Randolph;J. P. Carter;C. P. Wroth.
Geotechnique (1979)
Axisymmetric Time‐Domain Transmitting Boundaries
Andrew John Deeks;Mark Felton Randolph.
Journal of Engineering Mechanics-asce (1994)
Combined loading of skirted foundations
M.F. Bransby;Mark Randolph.
Geotechnique (1998)
SCIENCE AND EMPIRICISM IN PILE FOUNDATION DESIGN
Mark Randolph.
Geotechnique (2003)
Offshore Geotechnical Engineering
Mark Randolph;Susan Gourvenec.
(2011)
A practical numerical approach for large deformation problems in soil
Yuxia Hu;Mark Randolph.
International Journal for Numerical and Analytical Methods in Geomechanics (1998)
Combining upper bound and strain path methods for evaluating penetration resistance
Itai Einav;Mark F. Randolph.
International Journal for Numerical Methods in Engineering (2005)
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