2011 - IEEE Fellow For contributions to scalable commercial computing systems
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.
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.
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.
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.
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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)
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)
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)
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)
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)
2D numerical investigation of segmental tunnel lining behavior
Ngoc-Anh Do;Daniel Dias;Pierpaolo Oreste;Irini Djeran-Maigre.
Tunnelling and Underground Space Technology (2013)
An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation
Qiujing Pan;Daniel Dias.
Structural Safety (2017)
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)
Use of lime and cement treated soils as pile supported load transfer platform
U.S. Okyay;D. Dias.
Engineering Geology (2010)
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)
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