| An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation Q Pan, D Dias Structural Safety 67, 85-95, 2017 | 270 | 2017 |
| The effect of pore water pressure on tunnel face stability Q Pan, D Dias International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 162 | 2016 |
| 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 | 144 | 2017 |
| Face stability analysis for a shield-driven tunnel in anisotropic and nonhomogeneous soils by the kinematical approach Q Pan, D Dias International Journal of Geomechanics 16 (3), 04015076, 2016 | 143 | 2016 |
| 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 | 134 | 2018 |
| Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis Q Pan, D Dias Acta Geotechnica 12, 1415-1429, 2017 | 125 | 2017 |
| Sliced inverse regression-based sparse polynomial chaos expansions for reliability analysis in high dimensions Q Pan, D Dias Reliability Engineering & System Safety 167, 484-493, 2017 | 95 | 2017 |
| Three-dimensional stability of a slope subjected to seepage forces Q Pan, J Xu, D Dias International Journal of Geomechanics 17 (8), 04017035, 2017 | 91 | 2017 |
| Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model LL Liu, YM Cheng, QJ Pan, D Dias Computers and Geotechnics 118, 103321, 2020 | 76 | 2020 |
| Probabilistic stability analysis of an embankment dam considering soil spatial variability X Guo, D Dias, Q Pan Computers and Geotechnics 113, 103093, 2019 | 72 | 2019 |
| Safety factor assessment of a tunnel face reinforced by horizontal dowels Q Pan, D Dias Engineering Structures 142, 56-66, 2017 | 62 | 2017 |
| Probabilistic stability analysis of a three-dimensional rock slope characterized by the Hoek-Brown failure criterion Q Pan, YJ Jiang, D Dias Journal of Computing in Civil Engineering 31 (5), 04017046, 2017 | 58 | 2017 |
| A sequential sparse polynomial chaos expansion using Bayesian regression for geotechnical reliability estimations Q Pan, X Qu, L Liu, D Dias International Journal for Numerical and Analytical Methods in Geomechanics …, 2020 | 56 | 2020 |
| Bayesian estimation of spatially varying soil parameters with spatiotemporal monitoring data HQ Yang, L Zhang, Q Pan, KK Phoon, Z Shen Acta Geotechnica 16, 263-278, 2021 | 52 | 2021 |
| Three dimensional seismic and static stability of rock slopes PQJ Yang X L Geomechanics and Engineering 8 (1), 97-111, 2015 | 51 | 2015 |
| Discrete kinematic mechanism for nonhomogeneous slopes and its application Z Sun, J Li, Q Pan, D Dias, S Li, C Hou International Journal of Geomechanics 18 (12), 04018171, 2018 | 45 | 2018 |
| Estimations of active and passive earth thrusts of non-homogeneous frictional soils using a discretisation technique Z Qian, J Zou, J Tian, Q Pan Computers and Geotechnics 119, 103366, 2020 | 41 | 2020 |
| Active learning relevant vector machine for reliability analysis TZ Li, Q Pan, D Dias Applied Mathematical Modelling 89, 381-399, 2021 | 40 | 2021 |
| Safety factor calculations of a tunnel face reinforced with umbrella pipes: A comparison analysis Z Qian, J Zou, Q Pan, D Dias Engineering Structures 199, 109639, 2019 | 38 | 2019 |
| Stability charts for rock slopes subjected to water drawdown based on the modified nonlinear Hoek-Brown failure criterion J Xu, Q Pan, XL Yang, W Li International Journal of Geomechanics 18 (1), 04017133, 2018 | 38 | 2018 |
Daniel DiasProfessor of Geotechnical Engineering, Grenoble Alpes University, Laboratory 3SR, Polytech GrenobleVerified email at 3sr-grenoble.fr
