Daniel Dias

Research interests

Publications

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

  Structural Safety · 2017 · https://doi.org/10.1016/j.strusafe.2017.04.006

• Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis

  Acta Geotechnica · 2017 · 10.1007/s11440-017-0541-5

• Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces

  Tunnelling and Underground Space Technology · 2017 · 10.1016/j.tust.2017.11.003

• Upper-bound analysis on the face stability of a non-circular tunnel

  Tunnelling and Underground Space Technology · 2016 · https://doi.org/10.1016/j.tust.2016.11.010

• The effect of pore water pressure on tunnel face stability

  International Journal for Numerical and Analytical Methods in Geomechanics · 2016 · https://doi.org/10.1002/nag.2528

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

  Tunnelling and Underground Space Technology · 2015 · https://doi.org/10.1016/j.tust.2015.04.001

• Face Stability Analysis for a Shield-Driven Tunnel in Anisotropic and Nonhomogeneous Soils by the Kinematical Approach

  International Journal of Geomechanics · 2015 · 10.1061/(asce)gm.1943-5622.0000569

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

  Tunnelling and Underground Space Technology · 2014 · https://doi.org/10.1016/j.tust.2014.02.001

• 2D numerical investigation of segmental tunnel lining behavior

  Tunnelling and Underground Space Technology · 2013 · https://doi.org/10.1016/j.tust.2013.03.008

• Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern

  Acta Geotechnica · 2013 · https://doi.org/10.1007/s11440-013-0279-7

• Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

  International Journal for Numerical and Analytical Methods in Geomechanics · 2012 · https://doi.org/10.1002/nag.2121

• Probabilistic analyses of tunneling-induced ground movements

  Acta Geotechnica · 2012 · 10.1007/s11440-012-0182-7

• Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches

  Engineering Geology · 2012 · 10.1016/j.enggeo.2012.11.006

• Movements caused by the excavation of tunnels using face pressurized shields — Analysis of monitoring and numerical modeling results

  Engineering Geology · 2012 · 10.1016/j.enggeo.2012.10.002

• Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips

  Geotextiles and Geomembranes · 2010 · 10.1016/j.geotexmem.2010.10.011

• Validation of a New 2D Failure Mechanism for the Stability Analysis of a Pressurized Tunnel Face in a Spatially Varying Sand

  Journal of Engineering Mechanics · 2010 · https://doi.org/10.1061/(asce)em.1943-7889.0000196

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

  Engineering Geology · 2010 · 10.1016/j.enggeo.2010.03.008

• Probabilistic Analysis of Pressurized Tunnels against Face Stability Using Collocation-Based Stochastic Response Surface Method

  Journal of Geotechnical and Geoenvironmental Engineering · 2010 · 10.1061/(asce)gt.1943-5606.0000443

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

  International Journal for Numerical and Analytical Methods in Geomechanics · 2010 · https://doi.org/10.1002/nag.962

• Probabilistic Analysis and Design of Circular Tunnels against Face Stability

  International Journal of Geomechanics · 2009 · https://doi.org/10.1061/(asce)1532-3641(2009)9:6(237)

• Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

  Journal of Geotechnical and Geoenvironmental Engineering · 2009 · https://doi.org/10.1061/(asce)gt.1943-5606.0000194

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

  Journal of Geotechnical and Geoenvironmental Engineering · 2009 · https://doi.org/10.1061/(asce)gt.1943-5606.0000060

• Three-Dimensional Numerical Modeling of a Piled Embankment

  International Journal of Geomechanics · 2009 · 10.1061/(asce)1532-3641(2009)9:3(102)

• Impact of constitutive models on the numerical analysis of underground constructions

  Acta Geotechnica · 2008 · 10.1007/s11440-008-0056-1

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

  Journal of Geotechnical and Geoenvironmental Engineering · 2007 · 10.1061/(asce)1090-0241(2007)133:3(295)

Current projects

No projects listed.