D. V. Griffiths mostly deals with Finite element method, Geotechnical engineering, Random field, Monte Carlo method and Slope stability. His Finite element method study is concerned with the larger field of Structural engineering. The various areas that he examines in his Geotechnical engineering study include Stability, Soil mechanics and Spatial variability.
His Random field study combines topics from a wide range of disciplines, such as Probabilistic logic, Probabilistic analysis of algorithms, Retaining wall and Standard deviation. His biological study spans a wide range of topics, including Stochastic process, Limit state design, Serviceability, Normal distribution and Shallow foundation. His research in Slope stability intersects with topics in Factor of safety and Computer simulation.
His primary scientific interests are in Geotechnical engineering, Finite element method, Structural engineering, Random field and Probabilistic logic. His study in Geotechnical engineering focuses on Slope stability in particular. His work investigates the relationship between Finite element method and topics such as Mathematical analysis that intersect with problems in Mixed finite element method.
He has included themes like Modulus, Spatial correlation, Material properties and Standard deviation in his Random field study. D. V. Griffiths studies Probabilistic logic, namely Probabilistic analysis of algorithms. His studies in Monte Carlo method integrate themes in fields like Stochastic process, Permeability and Probabilistic method.
His primary areas of study are Geotechnical engineering, Finite element method, Spatial variability, Probabilistic logic and Random field. The study incorporates disciplines such as Reliability, Structural engineering and Stability in addition to Geotechnical engineering. His Finite element method study combines topics in areas such as Erosion, Levee and Piping.
His studies deal with areas such as Coefficient of variation and Applied mathematics as well as Probabilistic logic. His Random field study incorporates themes from Spatial correlation and Mathematical analysis. His Slope stability research includes themes of Factor of safety and Monte Carlo method.
D. V. Griffiths focuses on Geotechnical engineering, Random field, Slope stability, Slope stability analysis and Probabilistic logic. His Geotechnical engineering research incorporates elements of Limit state design, Civil engineering, Spatial variability, Sampling and Reliability. His Random field research is multidisciplinary, incorporating elements of Finite element method, Interpolation, Data point, Geostatistics and Monte Carlo method.
Finite element method is a subfield of Structural engineering that D. V. Griffiths studies. His Slope stability study integrates concerns from other disciplines, such as Shear strength and Parametric statistics. His Probabilistic logic research is multidisciplinary, relying on both Coefficient of variation, Applied mathematics and Shear strength.
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SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS
D. V. Griffiths;P. A. Lane.
Geotechnique (1999)
Programming the Finite Element Method
I.M. Smith;D.V. Griffiths;L. Margetts.
5th ed. London: Wiley; 2014. (2014)
Risk Assessment in Geotechnical Engineering
Gordon A. Fenton;D. V. Griffiths.
(2008)
Probabilistic slope stability analysis by finite elements
D. V. Griffiths;Gordon A. Fenton.
Journal of Geotechnical and Geoenvironmental Engineering (2004)
Programming the finite element method
I. M. Smith;D. V. Griffiths.
(1982)
Bearing-capacity prediction of spatially random c ϕ soils
Gordon A. Fenton;D. V. Griffiths.
Canadian Geotechnical Journal (2003)
Influence of spatial variability on slope reliability using 2-D random fields.
D. V. Griffiths;D. V. Griffiths;Jinsong Huang;Jinsong Huang;Gordon A. Fenton;Gordon A. Fenton.
Journal of Geotechnical and Geoenvironmental Engineering (2009)
Probabilistic Foundation Settlement on Spatially Random Soil
Gordon A. Fenton;D. V. Griffiths.
Journal of Geotechnical and Geoenvironmental Engineering (2002)
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited
D. V. Griffiths;G. A. Fenton.
Geotechnique (2001)
Three-dimensional slope stability analysis by elasto-plastic finite elements
D. V. Griffiths;R. M. Marquez.
Geotechnique (2007)
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