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
Earth Science D-index 37 Citations 5,812 220 World Ranking 4134 National Ranking 284
Engineering and Technology D-index 42 Citations 7,099 267 World Ranking 3156 National Ranking 62

Research.com Recognitions

Awards & Achievements

2011 - IEEE Fellow For contributions to scalable commercial computing systems

Overview

What is he best known for?

The fields of study he is best known for:

  • Structural engineering
  • Geotechnical engineering
  • Thermodynamics

His main research concerns Structural engineering, Geotechnical engineering, Limit analysis, Excavation and Computer simulation. His Structural engineering research includes themes of Solid mechanics and Numerical analysis. His work on Pile, Settlement and Water table as part of general Geotechnical engineering research is frequently linked to Mathematical model and Shields, bridging the gap between disciplines.

The study incorporates disciplines such as Discretization, Mechanism, Computation and Face in addition to Limit analysis. His studies in Discretization integrate themes in fields like Ellipse, Point, Geometric shape and Rigid block. His work carried out in the field of Limit state design brings together such families of science as Serviceability and Probabilistic analysis of algorithms.

His most cited work include:

  • Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield (160 citations)
  • Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology (140 citations)
  • Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield (139 citations)

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

Daniel Dias focuses on Geotechnical engineering, Structural engineering, Numerical analysis, Limit analysis and Pile. His Geotechnical engineering study combines topics from a wide range of disciplines, such as Soil water and Constitutive equation. Daniel Dias performs integrative study on Structural engineering and Parametric statistics.

His research investigates the connection between Limit analysis and topics such as Probabilistic analysis of algorithms that intersect with issues in Limit state design. Daniel Dias incorporates Pile and Mathematical model in his studies. Daniel Dias regularly ties together related areas like Computer simulation in his Excavation studies.

He most often published in these fields:

  • Geotechnical engineering (50.68%)
  • Structural engineering (39.46%)
  • Numerical analysis (14.97%)

What were the highlights of his more recent work (between 2019-2021)?

  • Geotechnical engineering (50.68%)
  • Structural engineering (39.46%)
  • Numerical analysis (14.97%)

In recent papers he was focusing on the following fields of study:

The scientist’s investigation covers issues in Geotechnical engineering, Structural engineering, Numerical analysis, Materials science and Seismic loading. His Geotechnical engineering research includes themes of Soil water and Internal forces. His Structural engineering research incorporates elements of Work, Genetic algorithm, Finite difference, Surface and Modulus.

His Numerical analysis research incorporates themes from Stiffness, Finite difference method and Finite element method. His research integrates issues of Soil classification, Probabilistic logic, Probabilistic analysis of algorithms, Groundwater and Seismic analysis in his study of Seismic loading. His Lateral earth pressure research focuses on Shear stress and how it relates to Limit analysis.

Between 2019 and 2021, his most popular works were:

  • Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model (20 citations)
  • A sequential sparse polynomial chaos expansion using Bayesian regression for geotechnical reliability estimations (14 citations)
  • 3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading (9 citations)

In his most recent research, the most cited papers focused on:

  • Thermodynamics
  • Structural engineering
  • Geotechnical engineering

His primary areas of investigation include Geotechnical engineering, Homogeneous, Seismic loading, Structural engineering and Computer simulation. With his scientific publications, his incorporates both Geotechnical engineering and Numerical modeling. His Structural engineering study combines topics from a wide range of disciplines, such as Stress and Rotational symmetry.

The various areas that Daniel Dias examines in his Computer simulation study include Normal fault and Finite difference analysis. His work in Soil water addresses issues such as Suction, which are connected to fields such as Limit analysis and Soil classification. The Limit analysis study combines topics in areas such as Hydraulic conductivity and Soil mechanics.

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

Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield

Guilhem Mollon;Daniel Dias;Abdul-Hamid Soubra.
International Journal for Numerical and Analytical Methods in Geomechanics (2011)

320 Citations

Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

Guilhem Mollon;Guilhem Mollon;Daniel Dias;Daniel Dias;Abdul-Hamid Soubra;Abdul-Hamid Soubra.
Journal of Geotechnical and Geoenvironmental Engineering (2010)

296 Citations

Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology

Guilhem Mollon;Daniel Dias;Abdul-Hamid Soubra.
Journal of Geotechnical and Geoenvironmental Engineering (2009)

243 Citations

Probabilistic Analysis and Design of Circular Tunnels against Face Stability

Guilhem Mollon;Guilhem Mollon;Daniel Dias;Daniel Dias;Abdul-Hamid Soubra;Abdul-Hamid Soubra.
International Journal of Geomechanics (2009)

220 Citations

Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground

Ngoc-Anh Do;Ngoc-Anh Do;Daniel Dias;Pierpaolo Oreste;Irini Djeran-Maigre.
Tunnelling and Underground Space Technology (2014)

185 Citations

2D numerical investigation of segmental tunnel lining behavior

Ngoc-Anh Do;Daniel Dias;Pierpaolo Oreste;Irini Djeran-Maigre.
Tunnelling and Underground Space Technology (2013)

181 Citations

An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation

Qiujing Pan;Daniel Dias.
Structural Safety (2017)

176 Citations

Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil

Orianne Jenck;Daniel Dias;Richard Kastner.
Journal of Geotechnical and Geoenvironmental Engineering (2007)

148 Citations

Use of lime and cement treated soils as pile supported load transfer platform

U.S. Okyay;D. Dias.
Engineering Geology (2010)

147 Citations

Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium

Eliane Ibrahim;Abdul-Hamid Soubra;Guilhem Mollon;Wassim Raphael.
Tunnelling and Underground Space Technology (2015)

142 Citations

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