| System reliability approach to rock slope stability R Jimenez-Rodriguez, N Sitar, J Chacón International Journal of Rock Mechanics and Mining Sciences 43 (6), 847-859, 2006 | 161 | 2006 |
| 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 | 141 | 2015 |
| A new open-pit mine slope instability index defined using the improved rock engineering systems approach M Zare Naghadehi, R Jimenez, R KhaloKakaie, SME Jalali International Journal of Rock Mechanics and Mining Sciences 61, 1-14, 2013 | 130 | 2013 |
| Predicting rock burst hazard with incomplete data using Bayesian networks N Li, X Feng, R Jimenez Tunnelling and Underground Space Technology 61, 61-70, 2017 | 113 | 2017 |
| Rock wedge stability analysis using system reliability methods R Jimenez-Rodriguez, N Sitar Rock Mechanics and Rock Engineering 40 (4), 419-427, 2007 | 112 | 2007 |
| A spectral method for clustering of rock discontinuity sets R Jimenez-Rodriguez, N Sitar International Journal of Rock Mechanics and Mining Sciences 43 (7), 1052-1061, 2006 | 108 | 2006 |
| 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 |
| A logistic regression classifier for long-term probabilistic prediction of rock burst hazard N Li, R Jimenez Natural Hazards 90 (1), 197-215, 2018 | 81 | 2018 |
| Predicting tunnel squeezing with incomplete data using Bayesian networks X Feng, R Jimenez Engineering Geology 195, 214-224, 2015 | 81 | 2015 |
| The importance of distribution types on finite element analyses of foundation settlement R Jimenez, N Sitar Computers and Geotechnics 36 (3), 474-483, 2009 | 80 | 2009 |
| Bayesian prediction of elastic modulus of intact rocks using their uniaxial compressive strength X Feng, R Jimenez Engineering Geology 173, 32-40, 2014 | 76 | 2014 |
| A probabilistic systems methodology to analyze the importance of factors affecting the stability of rock slopes MZ Naghadehi, R Jimenez, R KhaloKakaie, SME Jalali Engineering Geology 118 (3), 82-92, 2011 | 74 | 2011 |
| A linear classifier for probabilistic prediction of squeezing conditions in Himalayan tunnels R Jimenez, D Recio Engineering Geology 121 (3), 101-109, 2011 | 73 | 2011 |
| Estimation of deformation modulus of rock masses based on Bayesian model selection and Bayesian updating approach X Feng, R Jimenez Engineering Geology 199, 19-27, 2015 | 67 | 2015 |
| 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, 2014 | 67 | 2014 |
| Reliability Analysis of Circular Tunnel Face Stability Obeying Hoek-Brown Failure Criterion P Zeng, S Senent, R Jimenez Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and …, 2014 | 67* | 2014 |
| 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 | 65 | 2019 |
| A simplified failure criterion for intact rocks based on rock type and uniaxial compressive strength J Shen, R Jimenez, M Karakus, C Xu Rock Mechanics and Rock Engineering 47 (2), 357-369, 2014 | 64 | 2014 |
| Linearization of the Hoek and Brown rock failure criterion for tunnelling in elasto-plastic rock masses R Jimenez, A Serrano, C Olalla International Journal of Rock Mechanics and Mining Sciences 45 (7), 1153-1163, 2008 | 62 | 2008 |
Salvador SenentUniversidad Politécnica de Madridכתובת אימייל מאומתת בדומיין upm.es
