| Working stress design method for reinforced soil walls M Ehrlich, JK Mitchell Journal of geotechnical engineering 120 (4), 625-645, 1994 | 202 | 1994 |
| Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil walls M Ehrlich, SH Mirmoradi, RP Saramago Geotextiles and Geomembranes 34, 108-115, 2012 | 126 | 2012 |
| Evaluation of the effects of facing stiffness and toe resistance on the behavior of GRS walls M Ehrlich, SH Mirmoradi Geotextiles and Geomembranes 40, 28-36, 2013 | 121 | 2013 |
| Embankment supported on piles with biaxial geogrids MSS Almeida, M Ehrlich, AP Spotti, MES Marques Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2007 | 107 | 2007 |
| Numerical evaluation of the behavior of GRS walls with segmental block facing under working stress conditions SH Mirmoradi, M Ehrlich Journal of Geotechnical and Geoenvironmental Engineering 141 (3), 04014109, 2015 | 105 | 2015 |
| Field monitoring and analyses of the response of a block-faced geogrid wall using fine-grained tropical soils M Riccio, M Ehrlich, D Dias Geotextiles and Geomembranes 42 (2), 127-138, 2014 | 96 | 2014 |
| Modeling of the compaction-induced stress on reinforced soil walls SH Mirmoradi, M Ehrlich Geotextiles and Geomembranes 43 (1), 82-88, 2015 | 71 | 2015 |
| Muros e taludes de solo reforçado: projeto e execução M Ehrlich, L Becker Oficina de Textos, 2009 | 66 | 2009 |
| Acidification and release of heavy metals in dredged sediments LDS Borma, M Ehrlich, MC Barbosa Canadian Geotechnical Journal 40 (6), 1154-1163, 2003 | 60 | 2003 |
| Effects of facing, reinforcement stiffness, toe resistance, and height on reinforced walls SH Mirmoradi, M Ehrlich Geotextiles and Geomembranes 45 (1), 67-76, 2017 | 54 | 2017 |
| Modeling of the compaction-induced stresses in numerical analyses of GRS walls SH Mirmoradi, M Ehrlich International Journal of Computational Methods 11 (02), 1342002, 2014 | 48 | 2014 |
| Numerical simulation of compaction-induced stress for the analysis of RS walls under working conditions SH Mirmoradi, M Ehrlich Geotextiles and Geomembranes 46 (3), 354-365, 2018 | 46 | 2018 |
| Behavior of a 31 m high excavation supported by anchoring and nailing in residual soil of gneiss M Ehrlich, RC Silva Engineering Geology 191, 48-60, 2015 | 46 | 2015 |
| Evaluation of the combined effect of toe resistance and facing inclination on the behavior of GRS walls SH Mirmoradi, M Ehrlich, C Dieguez Geotextiles and Geomembranes 44 (3), 287-294, 2016 | 45 | 2016 |
| Hydro-mechanical behavior of a lateritic fiber-soil composite as a waste containment liner M Ehrlich, MSS Almeida, D Curcio Geotextiles and Geomembranes 47 (1), 42-47, 2019 | 40 | 2019 |
| Behaviour of two reinforced test embankments on soft clay HO Magnani, MSS Almeida, M Ehrlich Geosynthetics International 16 (3), 127-138, 2009 | 34 | 2009 |
| A simplified working stress design method for reinforced soil walls M Ehrlich, SH Mirmoradi Géotechnique 66 (10), 854-863, 2016 | 31 | 2016 |
| Conditioning factors of iron ochre biofilm formation on geotextile filters MB Mendonca, M Ehrlich, MC Cammarota Canadian geotechnical journal 40 (6), 1225-1234, 2003 | 31 | 2003 |
| Evaluation of the effect of toe restraint on GRS walls SH Mirmoradi, M Ehrlich Transportation Geotechnics 8, 35-44, 2016 | 28 | 2016 |
| Experimental evaluation of the effects of surcharge width and location on geosynthetic-reinforced soil walls SH Mirmoradi, M Ehrlich International Journal of Physical Modelling in Geotechnics 19 (1), 27-36, 2019 | 26 | 2019 |
