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Daniel Dias
Daniel Dias
Professor of Geotechnical Engineering, Grenoble Alpes University, Laboratory 3SR, Polytech Grenoble
Подтвержден адрес электронной почты в домене univ-grenoble-alpes.fr - Главная страница
Название
Процитировано
Процитировано
Год
Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield
G Mollon, D Dias, AH Soubra
International Journal for Numerical and Analytical Methods in Geomechanics …, 2011
4892011
Face stability analysis of circular tunnels driven by a pressurized shield
G Mollon, D Dias, AH Soubra
Journal of geotechnical and geoenvironmental engineering 136 (1), 215-229, 2010
4022010
An efficient reliability method combining adaptive support vector machine and Monte Carlo simulation
Q Pan, D Dias
structural safety 67, 85-95, 2017
2962017
Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology
G Mollon, D Dias, AH Soubra
Journal of geotechnical and geoenvironmental engineering 135 (9), 1314-1325, 2009
2792009
Probabilistic analysis and design of circular tunnels against face stability
G Mollon, D Dias, AH Soubra
International Journal of Geomechanics 9 (6), 237-249, 2009
2752009
Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground
NA Do, D Dias, P Oreste, I Djeran-Maigre
Tunnelling and Underground Space Technology 42, 40-51, 2014
2682014
2D numerical investigation of segmental tunnel lining behavior
NA Do, D Dias, P Oreste, I Djeran-Maigre
Tunnelling and Underground Space Technology 37, 115-127, 2013
2432013
Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium
E Ibrahim, AH Soubra, G Mollon, W Raphael, D Dias, A Reda
Tunnelling and Underground Space Technology 49, 18-34, 2015
2072015
Validation of a new 2D failure mechanism for the stability analysis of a pressurized tunnel face in a spatially varying sand
G Mollon, KK Phoon, D Dias, AH Soubra
Journal of Engineering Mechanics 137 (1), 8-21, 2011
2052011
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern
NA Do, D Dias, P Oreste, I Djeran-Maigre
Acta Geotechnica 9, 673-694, 2014
1932014
Use of lime and cement treated soils as pile supported load transfer platform
US Okyay, D Dias
Engineering geology 114 (1-2), 34-44, 2010
1892010
The effect of pore water pressure on tunnel face stability
Q Pan, D Dias
International Journal for Numerical and Analytical Methods in Geomechanics …, 2016
1802016
Probabilistic analyses of tunneling-induced ground movements
G Mollon, D Dias, AH Soubra
Acta Geotechnica 8, 181-199, 2013
1752013
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil
G Mollon, D Dias, AH Soubra
International Journal for Numerical and Analytical Methods in Geomechanics …, 2013
1732013
Two-dimensional physical and numerical modeling of a pile-supported earth platform over soft soil
O Jenck, D Dias, R Kastner
Journal of Geotechnical and Geoenvironmental Engineering 133 (3), 295-305, 2007
1732007
Upper-bound analysis on the face stability of a non-circular tunnel
Q Pan, D Dias
Tunnelling and Underground Space Technology 62, 96-102, 2017
1602017
Probabilistic analysis of pressurized tunnels against face stability using collocation-based stochastic response surface method
G Mollon, D Dias, AH Soubra
Journal of Geotechnical and Geoenvironmental Engineering 137 (4), 385-397, 2011
1582011
Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips
A Abdelouhab, D Dias, N Freitag
Geotextiles and Geomembranes 29 (2), 116-129, 2011
1572011
Movements caused by the excavation of tunnels using face pressurized shields—Analysis of monitoring and numerical modeling results
D Dias, R Kastner
Engineering Geology 152 (1), 17-25, 2013
1542013
Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces
Q Pan, D Dias
Tunnelling and Underground Space Technology 71, 555-566, 2018
1492018
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