A constitutive model for partially saturated soils EE Alonso, A Gens, A Josa Géotechnique 40 (3), 405-430, 1990 | 3750 | 1990 |
A framework for the behaviour of unsaturated expansive clays A Gens, EE Alonso Canadian Geotechnical Journal 29 (6), 1013-1032, 1992 | 1068 | 1992 |
Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media S Olivella, A Gens, J Carrera, EE Alonso Engineering computations 13 (7), 87-112, 1996 | 1002 | 1996 |
Modelling the mechanical behaviour of expansive clays EE Alonso, J Vaunat, A Gens Engineering geology 54 (1-2), 173-183, 1999 | 855 | 1999 |
Mechanical behaviour of heavily compacted bentonite under high suction changes A Lloret, MV Villar, M Sanchez, A Gens, X Pintado, EE Alonso Géotechnique 53 (1), 27-40, 2003 | 723 | 2003 |
Nonisothermal multiphase flow of brine and gas through saline media S Olivella, J Carrera, A Gens, EE Alonso Transport in porous media 15, 271-293, 1994 | 669 | 1994 |
Special probrem soils, General Report EE Alonso Proc. 9th European Conf. SMFE 3, 1087-1146, 1987 | 586 | 1987 |
Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method K Soga, E Alonso, A Yerro, K Kumar, S Bandara Géotechnique 66 (3), 248-273, 2016 | 518 | 2016 |
A microstructurally based effective stress for unsaturated soils EE Alonso, JM Pereira, J Vaunat, S Olivella Géotechnique 60 (12), 913-925, 2010 | 498 | 2010 |
Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting EE Alonso, E Romero, C Hoffmann, E García-Escudero Engineering geology 81 (3), 213-226, 2005 | 371 | 2005 |
Risk analysis of slopes and its application to slopes in Canadian sensitive clays EE Alonso Geotechnique 26 (3), 453-472, 1976 | 371 | 1976 |
A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation A Gens, M Sánchez, LN Guimarães, EE Alonso, A Lloret, S Olivella, ... Géotechnique 59 (4), 377-399, 2009 | 296 | 2009 |
A model for rockfill compressibility LA Oldecop, EE Alonso Géotechnique 51 (2), 127-139, 2001 | 285 | 2001 |
Consolidation of unsaturated soils including swelling and collapse behaviour A Lloret, EE Alonso Géotechnique 30 (4), 449-477, 1980 | 280 | 1980 |
Compacted soil behaviour: initial state, structure and constitutive modelling EE Alonso, NM Pinyol, A Gens Géotechnique 63 (6), 463-478, 2013 | 271 | 2013 |
Theoretical investigation of the time-dependent behaviour of rockfill LA Oldecop, EE Alonso Géotechnique 57 (3), 289-301, 2007 | 260 | 2007 |
Analysis of a full scale in situ test simulating repository conditions A Gens, AJ Garcia‐Molina, S Olivella, EE Alonso, F Huertas International Journal for Numerical and Analytical Methods in Geomechanics …, 1998 | 256 | 1998 |
Progressive failure of Aznalcóllar dam using the material point method F Zabala, EE Alonso Géotechnique 61 (9), 795-808, 2011 | 252 | 2011 |
Evidence for cultivar adoption and emerging complexity during the mid-Holocene in the La Plata basin J Iriarte, I Holst, O Marozzi, C Listopad, E Alonso, A Rinderknecht, ... Nature 432 (7017), 614-617, 2004 | 244 | 2004 |
The material point method for unsaturated soils A Yerro, EE Alonso, NM Pinyol Géotechnique 65 (3), 201-217, 2015 | 243 | 2015 |