| Tunnel face stability in heavily fractured rock masses that follow the Hoek–Brown failure criterion S Senent, G Mollon, R Jimenez International Journal of Rock Mechanics and Mining Sciences 60, 440-451, 2013 | 147 | 2013 |
| A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse S Senent, R Jimenez Tunnelling and Underground Space Technology 47, 182-192, 2015 | 140 | 2015 |
| Distinct element method simulations of rock-concrete interfaces under different boundary conditions JG Gutiérrez-Ch, S Senent, S Melentijevic, R Jimenez Engineering Geology 240, 123-139, 2018 | 100 | 2018 |
| Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures P Zeng, S Senent, R Jimenez Journal of Computing in Civil Engineering 30 (1), 04014126, 2016 | 67 | 2016 |
| Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures P Zeng, S Senent, R Jimenez Journal of Computing in Civil Engineering 30 (1), 04014126, 2016 | 67 | 2016 |
| Structure from Motion photogrammetry to characterize underground rock masses: Experiences from two real tunnels R García-Luna, S Senent, R Jurado-Piña, R Jimenez Tunnelling and Underground Space Technology 83, 262-273, 2019 | 64 | 2019 |
| Prediction of time-dependent tunnel convergences using a Bayesian updating approach X Feng, R Jimenez, P Zeng, S Senent Tunnelling and Underground Space Technology 94, 103118, 2019 | 35 | 2019 |
| DEM simulation of rock creep in tunnels using Rate Process Theory JG Gutiérrez-Ch, S Senent, P Zeng, R Jimenez Computers and Geotechnics 142, 104559, 2022 | 34 | 2022 |
| A DEM-based factor to design rock-socketed piles considering socket roughness JG Gutiérrez-Ch, S Senent, S Melentijevic, R Jimenez Rock Mechanics and Rock Engineering 54 (7), 3409-3421, 2021 | 23 | 2021 |
| An upper bound solution for tunnel face stability analysis considering the free span S Senent, C Yi, R Jimenez Tunnelling and Underground Space Technology 103, 103515, 2020 | 23 | 2020 |
| Effect of advance drainage on tunnel face stability using Limit Analysis and numerical simulations C Yi, S Senent, R Jimenez Tunnelling and Underground Space Technology 93, 103105, 2019 | 22 | 2019 |
| Numerical simulation of the influence of small-scale defects on the true-triaxial strength of rock samples S Senent, R Jimenez, A Reyes Computers and Geotechnics 53, 142-156, 2013 | 20 | 2013 |
| Distinct-element method simulations of rock-socketed piles: estimation of side shear resistance considering socket roughness JG Gutiérrez-Ch, S Melentijevic, S Senent, R Jimenez Journal of Geotechnical and Geoenvironmental Engineering 146 (12), 04020133, 2020 | 19 | 2020 |
| Discrete element modelling of rock creep behaviour using rate process theory JG Gutiérrez-Ch, S Senent, E Estebanez, R Jimenez Canadian Geotechnical Journal 58 (8), 1231-1246, 2021 | 17 | 2021 |
| Rock shear creep modelling: DEM–Rate process theory approach JG Gutiérrez-Ch, S Senent, EP Graterol, P Zeng, R Jimenez International Journal of Rock Mechanics and Mining Sciences 161, 105295, 2023 | 12 | 2023 |
| Using telephoto lens to characterize rock surface roughness in SfM models R García-Luna, S Senent, R Jimenez Rock Mechanics and Rock Engineering 54 (5), 2369-2382, 2021 | 12 | 2021 |
| New collocation method for stochastic response surface reliability analyses P Zeng, T Li, Y Chen, R Jimenez, X Feng, S Senent Engineering with Computers 36, 1751-1762, 2020 | 12 | 2020 |
| Sliding stability analysis of gravity dam founded on rock mass with impersistent joint set M Cabrera, S Senent, C Olalla, R Jimenez Canadian Geotechnical Journal 52 (11), 1668-1684, 2015 | 12 | 2015 |
| DEM models to predict side shear resistance of rock-socketed piles considering socket roughness JG Gutiérrez-Ch, S Melentijevic, S Senent, R Jimenez ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-2019-1757, 2019 | 6 | 2019 |
| La estabilidad del frente de excavación de un túnel en terrenos heterogéneos o con un criterio de rotura no-lineal S Senent Domínguez Caminos, 2015 | 4 | 2015 |
