Paul W. Mayne spends much of his time researching Geotechnical engineering, Penetration test, Penetration, Shear and Soil mechanics. His Geotechnical engineering research is multidisciplinary, incorporating perspectives in Soil water, Silt and Stiffness. His biological study spans a wide range of topics, including Lateral earth pressure and Stress.
His Penetration test research is multidisciplinary, incorporating elements of Modulus, Regression analysis, Oedometer test and Void ratio. The study incorporates disciplines such as Pore water pressure and Dissipation in addition to Penetration. His research in Shear intersects with topics in Seismology and Seismic hazard.
Paul W. Mayne focuses on Geotechnical engineering, Penetration test, Soil water, Stiffness and Shear. His work carried out in the field of Geotechnical engineering brings together such families of science as Structural engineering and Penetration. His study explores the link between Penetration test and topics such as Plasticity that cross with problems in Effective stress.
With his scientific publications, his incorporates both Soil water and In situ. In Stiffness, he works on issues like Shear modulus, which are connected to Modulus and Void ratio. In the field of Shear, his study on Wave velocity and Triaxial shear test overlaps with subjects such as Anisotropy.
Paul W. Mayne mostly deals with Geotechnical engineering, Penetration test, Friction angle, Plasticity and Soil water. Paul W. Mayne has researched Geotechnical engineering in several fields, including Closure and Stress. His Penetration test study results in a more complete grasp of Penetration.
Paul W. Mayne interconnects Effective stress, Contact pressure, Compression and Design values in the investigation of issues within Friction angle. His Plasticity study combines topics in areas such as Consolidation, Atterberg limits and Data set. His Soil water research includes themes of Shear and Composite material.
This overview was generated by a machine learning system which analysed the scientist’s body of work. If you have any feedback, you can contact us here.
Manual on estimating soil properties for foundation design
F.H. Kulhawy;P.W. Mayne.
Final Report EPRI (1990)
K o - OCR Relationships in Soil
Paul W. Mayne;Fred H. Kulhawy.
Journal of Geotechnical and Geoenvironmental Engineering (1982)
Stress-strain-strength-flow parameters from enhanced in-situ tests
Paul W. Mayne.
Ground Response to Dynamic Compaction
Paul W. Mayne;John S. Jones;Jean C. Dumas.
Journal of Geotechnical Engineering (1984)
Cam-Clay Predications of Undrained Strength
Paul W. Mayne.
Journal of Geotechnical and Geoenvironmental Engineering (1980)
Gmax-qc Relationships for Clays
HJ Pincus;PW Mayne;GJ Rix.
Geotechnical Testing Journal (1993)
Approximate Displacement Influence Factors for Elastic Shallow Foundations
Paul W. Mayne;Harry G. Poulos.
Journal of Geotechnical and Geoenvironmental Engineering (1999)
Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters
James A. Schneider;Mark F. Randolph;Paul W. Mayne;Nicholas R. Ramsey.
Journal of Geotechnical and Geoenvironmental Engineering (2008)
Monotonic and dilatory pore-pressure decay during piezocone tests in clay
S E Burns;P W Mayne.
Canadian Geotechnical Journal (1998)
In-Situ Test Calibrations for Evaluating Soil Parameters
P. W. Mayne.
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