D-Index & Metrics Best Publications

D-Index & Metrics D-index (Discipline H-index) only includes papers and citation values for an examined discipline in contrast to General H-index which accounts for publications across all disciplines.

Discipline name D-index D-index (Discipline H-index) only includes papers and citation values for an examined discipline in contrast to General H-index which accounts for publications across all disciplines. Citations Publications World Ranking National Ranking
Engineering and Technology D-index 31 Citations 5,708 109 World Ranking 7218 National Ranking 264

Overview

What is he best known for?

The fields of study Roberto Nova is best known for:

  • Critical state soil mechanics
  • Geotechnical engineering
  • Triaxial shear test

Roberto Nova performs integrative Geotechnical engineering and Triaxial shear test research in his work. Roberto Nova undertakes multidisciplinary studies into Triaxial shear test and Geotechnical engineering in his work. He combines topics linked to Bending with his work on Structural engineering. His work in Bending is not limited to one particular discipline; it also encompasses Structural engineering. His Finite element method study often links to related topics such as Thermodynamics. His work in Thermodynamics is not limited to one particular discipline; it also encompasses Constitutive equation. His work on Constitutive equation is being expanded to include thematically relevant topics such as Critical state soil mechanics. Critical state soil mechanics is often connected to Finite element method in his work. In his research, he undertakes multidisciplinary study on Compression (physics) and Ultimate tensile strength.

His most cited work include:

  • Settlements of shallow foundations on sand (323 citations)
  • A constitutive model for sand in triaxial compression (216 citations)
  • On modelling the unloading-reloading behaviour of soils (163 citations)

What are the main themes of his work throughout his whole career to date

Throughout his Composite material studies, Roberto Nova incorporates elements of other sciences such as Stiffness and Anisotropy. His Stiffness study frequently links to related topics such as Structural engineering. His study in Pillar extends to Structural engineering with its themes. His Anisotropy study frequently draws connections to adjacent fields such as Quantum mechanics. His research ties Isotropy and Quantum mechanics together. In his articles, Roberto Nova combines various disciplines, including Geotechnical engineering and Bearing capacity. His Bearing capacity study frequently intersects with other fields, such as Shallow foundation. Roberto Nova performs multidisciplinary study in the fields of Shallow foundation and Geotechnical engineering via his papers. His Finite element method study frequently links to other fields, such as Constitutive equation.

Roberto Nova most often published in these fields:

  • Geotechnical engineering (95.24%)
  • Structural engineering (66.67%)
  • Composite material (52.38%)

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.

Best Publications

Conceptual bases for a constitutive model for bonded soils and weak rocks

A Gens;R Nova.
Geotechnical engineering of hard soils - soft rocks (1993)

583 Citations

Settlements of shallow foundations on sand

R. Nova;L. Montrasio.
Geotechnique (1991)

491 Citations

An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression

R. Lagioia;R. Nova.
Geotechnique (1995)

363 Citations

A constitutive model for sand in triaxial compression

R. Nova;D. M. Wood.
International Journal for Numerical and Analytical Methods in Geomechanics (1979)

362 Citations

A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation

Roberto Nova;Riccardo Castellanza;C. Tamagnini.
International Journal for Numerical and Analytical Methods in Geomechanics (2003)

319 Citations

CONTROLLABILITY OF THE INCREMENTAL RESPONSE OF SOIL SPECIMENS SUBJECTED TO ARBITRARY LOADING PROGRAMMES

Roberto Nova.
Journal of the mechanical behavior of materials (1994)

275 Citations

On modelling the unloading-reloading behaviour of soils

M. Zytynski;M. F. Randolph;R. Nova;C. P. Wroth.
International Journal for Numerical and Analytical Methods in Geomechanics (1978)

232 Citations

Dem analysis of bonded granular geomaterials

Stefano Utili;Roberto Nova.
International Journal for Numerical and Analytical Methods in Geomechanics (2008)

200 Citations

On the Measurement of the Tensile Strength of Soft Rocks

A. Coviello;R. Lagioia;R. Nova.
Rock Mechanics and Rock Engineering (2005)

192 Citations

Membrane Penetration Effects in Triaxial Testing

Gualtiero Baldi;Roberto Nova.
Journal of Geotechnical Engineering (1984)

165 Citations

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