Geotechnical engineering, Soil mechanics, Triaxial shear test, Liquefaction and Soil test are his primary areas of study. Poul V. Lade has included themes like Stress–strain curve and Instability in his Geotechnical engineering study. His Triaxial shear test study is concerned with Shear in general.
His Liquefaction study incorporates themes from Mineralogy and Void ratio. Cylinder stress, Lateral earth pressure and Quartz is closely connected to Shearing in his research, which is encompassed under the umbrella topic of Soil test. His research in Granular material intersects with topics in Stress and Pore water pressure.
His primary areas of study are Geotechnical engineering, Triaxial shear test, Granular material, Soil mechanics and Shear. His specific area of interest is Geotechnical engineering, where he studies Overburden pressure. His Triaxial shear test research is multidisciplinary, incorporating perspectives in Stress path, Dilatant and Strain hardening exponent.
His Granular material research includes themes of Creep and Pore water pressure. His Soil mechanics research includes elements of Shear strength, Soil test and Stress–strain curve. His study in Shear is interdisciplinary in nature, drawing from both Torsion and Principal stress.
Poul V. Lade focuses on Geotechnical engineering, Triaxial shear test, Composite material, Granular material and Shear. His primary area of study in Geotechnical engineering is in the field of Triaxial compression. His research integrates issues of Structural engineering and Curvature in his study of Triaxial shear test.
He interconnects Creep and Instability in the investigation of issues within Granular material. As a part of the same scientific study, Poul V. Lade usually deals with the Shear, concentrating on Torsion and frequently concerns with Shear stress, Hollow cylinder and Principal stress. He usually deals with Hardening and limits it to topics linked to Stress path and Principal stress rotation and Plasticity.
Poul V. Lade mainly focuses on Geotechnical engineering, Triaxial shear test, Strain rate, Shear and Torsion. In his study, Poul V. Lade carries out multidisciplinary Geotechnical engineering and Coral sand research. A large part of his Shear studies is devoted to Direct shear test.
His biological study spans a wide range of topics, including Pure shear, Shear rate, Effective stress, Shear band and Shear modulus. As part of one scientific family, Poul V. Lade deals mainly with the area of Creep, narrowing it down to issues related to the Granular material, and often Soil test. The Principal stress study which covers Hollow cylinder that intersects with Friction angle.
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Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
Poul V. Lade.
International Journal of Solids and Structures (1977)
SIGNIFICANCE OF PARTICLE CRUSHING IN GRANULAR MATERIALS
Poul V. Lade;Jerry A. Yamamuro;Paul A. Bopp.
Journal of Geotechnical Engineering (1996)
Elastoplastic Stress-Strain Theory for Cohesionless Soil
Poul V. Lade;James M. Duncan.
Journal of Geotechnical and Geoenvironmental Engineering (1975)
Static Instability and Liquefaction of Loose Fine Sandy Slopes
Poul V. Lade.
Journal of Geotechnical Engineering (1992)
Effects of nonplastic fines on static liquefaction of sands
Poul V Lade;Jerry A Yamamuro.
Canadian Geotechnical Journal (1997)
Effects of non-plastic fines on minimum and maximum void ratios of sand
Poul V. Lade;Carl D. Liggio;Jerry A. Yamamuro.
Geotechnical Testing Journal (1998)
CUBICAL TRIAXIAL TESTS ON COHESIONLESS SOIL
P Lade;J M Duncan.
Journal of the Soil Mechanics and Foundations Division (1973)
Static liquefaction of very loose sands
Jerry A Yamamuro;Poul V Lade.
Canadian Geotechnical Journal (1997)
STEADY-STATE CONCEPTS AND STATIC LIQUEFACTION OF SILTY SANDS
Jerry A. Yamamuro;Poul V. Lade.
Journal of Geotechnical and Geoenvironmental Engineering (1998)
Modelling the elastic behaviour of granular materials
Poul V. Lade;Richard B. Nelson.
International Journal for Numerical and Analytical Methods in Geomechanics (1987)
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