Daniel DIAS

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Áreas de atuação

Produções bibliográficas

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO . 3D numerical investigation of mechanized twin tunnels in soft ground - Influence of lagging distance between two tunnel faces. Engineering Structures , v. 109, p. 117-125, 2016.

• MESSIOUD, SALAH ; OKYAY, UMUR SALIH ; SBARTAI, BADREDDINE ; Dias, Daniel . Dynamic Response of Pile Reinforced Soils and Piled Foundations. Geotechnical and Geological Engineering , v. 1, p. 1-17, 2016.

• PAN, QIUJING ; Dias, Daniel . The effect of pore water pressure on tunnel face stability. International Journal for Numerical and Analytical Methods in Geomechanics (Print) , v. 40, p. 2123-2136, 2016.

• MESSIOUD, SALAH ; SBARTAI, BADREDDINE ; Dias, Daniel . Estimation of Dynamic Impedance of the Soil-Pile-Slab and Soil-Pile-Mattress-Slab Systems. International Journal of Structural Stability and Dynamics , v. 1, p. 1750057, 2016.

• MESSIOUD, SALAH ; SBARTAI, BADREDDINE ; Dias, Daniel . Seismic response of a rigid foundation embedded in a viscoelastic soil by taking into account the soil-foundation interaction. STRUCTURAL ENGINEERING AND MECHANICS , v. 58, p. 887-903, 2016.

• TANO, BEKOIN FRANCIS GUILLAUME ; Dias, Daniel ; FOWMES, GARY JOHN ; OLIVIER, FRANCK ; STOLTZ, GUILLAUME ; TOUZE-FOLTZ, NATHALIE . Numerical modeling of the nonlinear mechanical behavior of multilayer geosynthetic system for piggyback landfill expansions. Geotextiles and Geomembranes , v. 44, p. 782-798, 2016.

• PAN, QIUJING ; Dias, Daniel ; SUN, ZHIBIN . A New Approach for Incorporating Hoek-Brown Failure Criterion in Kinematic Approach - Case of a Rock Slope. International Journal of Structural Stability and Dynamics , v. 2, p. 1771008, 2016.

• SLIMANI, R. ; OXARANGO, L. ; SBARTAI, B. ; TINET, A.-J. ; OLIVIER, F. ; Dias, D. . Leachate flow around a well in MSW landfill: Analysis of field tests using Richards model. Waste Management (Elmsford) , v. 1, p. 231, 2016.

• TANO, B. F. G. ; Dias, D. ; STOLTZ, G. ; TOUZE-FOLTZ, N. ; OLIVIER, F. . Numerical modelling to identify key factors controlling interface behaviour of geosynthetic lining systems. Geosynthetics International , v. 2, p. 1-17, 2016.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO . 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground. Environmental Earth Sciences (Print) , v. 73, p. 2101-2113, 2015.

• MIRANDA, TIAGO ; Dias, Daniel ; PINHEIRO, MARISA ; ECLAIRCY-CAUDRON, STEPHANIE . Methodology for real-time adaptation of tunnels support using the observational method. GEOMECH ENG , v. 8, p. 153-171, 2015.

• Miranda, T. ; Dias, D. ; PINHEIRO, M. ; Eclaircy-Caudron, S. . Tunnel engineering - influence of the type and the quantity of measurements in the back analysis of geomechanical parameters. European Journal of Environmental and Civil Engineering , v. 2, p. 1-19, 2015.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . 2D numerical investigation of segmental tunnel lining under seismic loading. Soil Dynamics and Earthquake Engineering (1984) , v. 72, p. 66-76, 2015.

• LAJEVARDI, S. H. ; Dias, D. ; BRIANÇON, L. . Experimental studies of the behaviour of geosynthetic wrap around anchorage. Geosynthetics International , v. 22, p. 249-256, 2015.

• LAJEVARDI, S. H. ; SILVANI, C. ; Dias, D. ; BRIANÇON, L. ; VILLARD, P. . Geosynthetics anchorage with wrap around: experimental and numerical studies. Geosynthetics International , v. 22, p. 273-287, 2015.

• BRIANÇON, L. ; Dias, D. ; SIMON, C. . Monitoring and numerical investigation of a rigid inclusions-reinforced industrial building. Canadian Geotechnical Journal (Print) , v. 10, p. 1-13, 2015.

• IBRAHIM, ELIANE ; Soubra, Abdul-Hamid ; Mollon, Guilhem ; RAPHAEL, WASSIM ; Dias, Daniel ; REDA, ALI . Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium. Tunnelling and Underground Space Technology , v. 49, p. 18-34, 2015.

• JANIN, J.P. ; Dias, D. ; EMERIAULT, F. ; Kastner, R. ; LE BISSONNAIS, H. ; GUILLOUX, A. . Numerical back-analysis of the southern Toulon tunnel measurements: A comparison of 3D and 2D approaches. Engineering Geology , v. 195, p. 42-52, 2015.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method. Soil Dynamics and Earthquake Engineering (1984) , v. 79, p. 108-117, 2015.

• PAN, QIUJING ; Dias, Daniel . Face Stability Analysis for a Shield-Driven Tunnel in Anisotropic and Nonhomogeneous Soils by the Kinematical Approach. International Journal of Geomechanics , v. 1, p. 04015076, 2015.

• Dias, Daniel ; SIMON, BRUNO . Spread Foundations on Rigid Inclusions Subjected to Complex Loading: Comparison of 3D Numerical and Simplified Analytical Modelling. American Journal of Applied Sciences , v. 12, p. 533-541, 2015.

• Okyay, U. S. ; Dias, D. ; THOREL, L. ; RAULT, G. . Centrifuge Modeling of a Pile-Supported Granular Earth-Platform. Journal of Geotechnical and Geoenvironmental Engineering , v. 140, p. 04013015, 2014.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . 2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour. Geotechnical and Geological Engineering , v. 32, p. 43-58, 2014.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern. Acta Geotechnica (Berlin. Print) , v. 9, p. 673-694, 2014.

• DO, NGOC ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . 2D numerical investigations of twin tunnel interaction. GEOMECH ENG , v. 6, p. 263-275, 2014.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method. European Journal of Environmental and Civil Engineering , v. 4, p. 1-22, 2014.

• RICCIO, MARIO ; EHRLICH, MAURICIO ; Dias, Daniel . Field monitoring and analyses of the response of a block-faced geogrid wall using fine-grained tropical soils. Geotextiles and Geomembranes , v. 42, p. 127-138, 2014.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunnelling and Underground Space Technology , v. 42, p. 40-51, 2014.

• DO, NGOC-ANH ; ORESTE, PIERPAOLO ; Dias, Daniel ; ANTONELLO, CROCE ; DJERAN-MAIGRE, IRINI ; LIVIO, LOCATELLI . Stress and strain state in the segmental linings during mechanized tunnelling. GEOMECH ENG , v. 7, p. 75-85, 2014.

• DO, NGOC ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . A new numerical approach to the hyperstatic reaction method for segmental tunnel linings. International Journal for Numerical and Analytical Methods in Geomechanics (Print) , v. 38, p. 1617-1632, 2014.

• DO, N. A. ; Dias, D. ; Oreste, P. P. ; DJERAN-MAIGRE, I. . Internal forces in segmental tunnel linings-a comparison between current design methods. Journal of Mining Science , v. 50, p. 326-334, 2014.

• LAJEVARDI, S.H. ; BRIANÇON, L. ; Dias, D. . Experimental studies of the geosynthetic anchorage - Effect of geometric parameters and efficiency of anchorages. Geotextiles and Geomembranes , v. 42, p. 505-514, 2014.

• GIROUT, ROMAIN ; BLANC, MATTHIEU ; Dias, Daniel ; THOREL, LUC . Numerical analysis of a geosynthetic-reinforced piled load transfer platform - Validation on centrifuge test. Geotextiles and Geomembranes , v. 42, p. 525-539, 2014.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO . Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground-------------------. Journal of Zhejiang University. Science A (Print) , v. 15, p. 896-913, 2014.

• NUNEZ, M.A. ; BRIANÇON, L. ; Dias, D. . Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches. Engineering Geology , v. 153, p. 53-67, 2013.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Range of the Safe Retaining Pressures of a Pressurized Tunnel Face by a Probabilistic Approach. Journal of Geotechnical and Geoenvironmental Engineering , v. 139, p. 1954-1967, 2013.

• LIU, MING ; SONG, BAO FENG ; Dias, Daniel ; PAN, JING . The Research and Application of Masonry Structure Reliability Rating Method Based on Extenics. Applied Mechanics and Materials , v. 291-294, p. 1029-1038, 2013.

• DO, NGOC-ANH ; Dias, Daniel ; ORESTE, PIERPAOLO ; DJERAN-MAIGRE, IRINI . 2D numerical investigation of segmental tunnel lining behavior. Tunnelling and Underground Space Technology , v. 37, p. 115-127, 2013.

• LAJEVARDI, S.H. ; Dias, D. ; RACINAIS, J. . Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests. Geotextiles and Geomembranes , v. 40, p. 48-57, 2013.

• Oreste, P. P. ; Dias, D. . Stabilisation of the Excavation Face in Shallow Tunnels Using Fibreglass Dowels. Rock Mechanics and Rock Engineering (Print) , v. 2, p. 12, 2012.

• Ming, Liu ; Jing, Pan ; Dias, Daniel . Ultimate bearing capacity of reinforced concrete masonry columns subjected to eccentric load. European Journal of Environmental and Civil Engineering , v. 16, p. 1-16, 2012.

• Okyay, U. S. ; Dias, D. ; Billion, P. ; Vandeputte, D. ; Courtois, A. . Impedance Functions of Slab Foundations with Rigid Piles. Geotechnical and Geological Engineering , v. 30, p. 1013-1024, 2012.

• Abdelouhab, Abdelkader ; Dias, Daniel ; Freitag, Nicolas . Modélisation physique et analytique de renforcements extensibles Développement d une nouvelle armature. European Journal of Environmental and Civil Engineering , v. 1, p. 1-28, 2012.

• Abdelouhab, Abdelkader ; Dias, Daniel ; Freitag, Nicolas . Modélisation numérique bidimensionnelle de murs en Terre Armée. European Journal of Environmental and Civil Engineering , v. 1, p. 1-25, 2012.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Probabilistic analyses of tunneling-induced ground movements. Acta Geotechnica (Berlin. Print) , v. 1, p. 1-25, 2012.

• Dias, Daniel ; Kastner, Richard . Movements caused by the excavation of tunnels using face pressurized shields - Analysis of monitoring and numerical modelling results. Engineering Geology , v. 10, p. 132, 2012.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . 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 (Print) , v. 1, p. n/a-n/a, 2012.

• Dias, Daniel . Convergence-confinement approach for designing tunnel face reinforcement by horizontal bolting. Tunnelling and Underground Space Technology , v. 26, p. 517-523, 2011.

• Abdelouhab, Abdelkader ; Dias, Daniel ; Freitag, Nicolas . Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips. Geotextiles and Geomembranes , v. 29, p. 116-129, 2011.

• Mollon, Guilhem ; Phoon, Kok Kwang ; Dias, Daniel ; Soubra, Abdul-Hamid . 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 , v. 137, p. 8, 2011.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Probabilistic Analysis of Pressurized Tunnels against Face Stability Using Collocation-Based Stochastic Response Surface Method. Journal of Geotechnical and Geoenvironmental Engineering , v. 137, p. 385, 2011.

• Miranda, T. ; Dias, D. ; Eclaircy-Caudron, S. ; Gomes Correia, A. ; Costa, L. . Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure. Tunnelling and Underground Space Technology , v. 26, p. 659-673, 2011.

• M.S.S. Almeida ; OLIVEIRA, H. ; Dias, D ; DEOTTI, L. . Behaviour of Three Test Embankments Taken to Failure. Soils & rocks , v. 34, p. 389-404, 2011.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield. Journal of Geotechnical and Geoenvironmental Engineering , v. 136, p. 215, 2010.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield. International Journal for Numerical and Analytical Methods in Geomechanics (Print) , p. n/a-n/a, 2010.

• Okyay, U.S. ; Dias, D. . Use of lime and cement treated soils as pile supported load transfer platform. Engineering Geology , v. 114, p. 34-44, 2010.

• Abdelouhab, Abdelkader ; Dias, Daniel ; Freitag, Nicolas . Physical and analytical modelling of geosynthetic strip pull-out behaviour. Geotextiles and Geomembranes , v. 28, p. 44-53, 2010.

• Hassen, Ghazi ; Dias, Daniel ; de Buhan, Patrick . Multiphase Constitutive Model for the Design of Piled-Embankments: Comparison with Three-Dimensional Numerical Simulations. International Journal of Geomechanics , v. 9, p. 258, 2009.

• Jenck, Orianne ; Dias, Daniel ; Kastner, Richard . Discrete element modelling of a granular platform supported by piles in soft soil Validation on a small scale model test and comparison to a numerical analysis in a continuum. Computers and Geotechnics , v. 36, p. 917-927, 2009.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Probabilistic Analysis and Design of Circular Tunnels against Face Stability. International Journal of Geomechanics , v. 9, p. 237, 2009.

• Jenck, Orianne ; Dias, Daniel ; Kastner, Richard . Three-Dimensional Numerical Modeling of a Piled Embankment. International Journal of Geomechanics , v. 9, p. 102, 2009.

• Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid . Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology. Journal of Geotechnical and Geoenvironmental Engineering , v. 135, p. 1314, 2009.

• Hejazi, Yousef ; Dias, Daniel ; Kastner, Richard . Impact of constitutive models on the numerical analysis of underground constructions. Acta Geotechnica (Berlin. Print) , v. 3, p. 251-258, 2008.

• Jenck, Orianne ; Dias, Daniel ; Kastner, Richard . Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil. Journal of Geotechnical and Geoenvironmental Engineering , v. 133, p. 295, 2007.

• Wong, Henry ; Subrin, Didier ; Dias, Daniel . Convergence?confinement analysis of a bolt-supported tunnel using the homogenization method. Canadian Geotechnical Journal (Print) , v. 43, p. 462-483, 2006.

• Dias D. . Modélisation numérique de l'apport du renforcement par boulonnage du front de taille des tunnels. Canadian Geotechnical Journal (Print) , v. 42, p. 1656-1674, 2005.

• Jenck, Orianne ; Dias, Daniel ; Kastner, Richard . Soft Ground improvement by vertical rigid piles-Two-dimensional physical modelling and comparison with current design methods. Soil and Foundation , v. 45, p. 15-31, 2005.

• Wong, H ; Trompille, V ; Dias, D . Extrusion analysis of a bolt-reinforced tunnel face with finite ground-bolt bond strength. Canadian Geotechnical Journal (Print) , v. 41, p. 326-341, 2004.

• Jenck, Orianne ; Dias, Daniel . Analyse tridimensionnelle en différences finies de l'interaction entre une structure en béton et le creusement d'un tunnel à faible profondeur: 3D-finite difference analysis of the interaction between concrete building and shallow tunnelling. Geotechnique , v. 54, p. 519-528, 2004.

• Dias, D. ; Kastner, R. ; Jassionnesse, C. . Sols renforcés par Boulonnage Etude numérique et application au front de taille d'un tunnel profond. Geotechnique , v. 52, p. 15-27, 2002.

• Dias, Daniel ; Bourdeau, Yvan ; Kastner, Richard . Modélisation numérique du renforcement du front de taille d'un tunnel Influence de la loi d'ancrage sol/boulon. Revue Européenne de Génie Civil (Cessou em 2004. Cont. ISSN 1774-7120 Revue Européenne de Génie Civil) , v. 6, p. 749-762, 2002.

• Wong, Henry ; Subrin, Didier ; Dias, Daniel . Extrusion movements of a tunnel head reinforced by finite length bolts a closed-form solution using homogenization approach. International Journal for Numerical and Analytical Methods in Geomechanics (Print) , v. 24, p. 533-565, 2000.

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