| Direct shear behaviour of residual soil–geosynthetic interfaces–influence of soil moisture content, soil density and geosynthetic type FB Ferreira, CS Vieira, ML Lopes Geosynthetics International 22 (3), 257-272, 2015 | 149 | 2015 |
| Use of Geogrids and Recycled Rubber in Railroad Infrastructure for Enhanced Performance B Indraratna, Y Qi, TN Ngo, C Rujikiatkamjorn, T Neville, FB Ferreira, ... Geosciences 9 (1), 30, 2019 | 57 | 2019 |
| Experimental investigation on the pullout behaviour of geosynthetics embedded in a granite residual soil FB Ferreira, CS Vieira, ML Lopes, DM Carlos European Journal of Environmental and Civil Engineering 20 (9), 1147-1180, 2016 | 53 | 2016 |
| Reliability analysis of geosynthetic-reinforced steep slopes FB Ferreira, A Topa Gomes, CS Vieira, ML Lopes Geosynthetics International 23 (4), 301-315, 2016 | 43 | 2016 |
| Pullout behaviour of geosynthetics in a recycled construction and demolition material-Effects of cyclic loading CS Vieira, FB Ferreira, PM Pereira, M de Lurdes Lopes Transportation Geotechnics, 100346, 2020 | 41 | 2020 |
| HDPE geogrid-residual soil interaction under monotonic and cyclic pullout loading FB Ferreira, CS Vieira, ML Lopes, PG Ferreira Geosynthetics International 27 (1), 79-96, 2020 | 37 | 2020 |
| Soil–geosynthetic inclined plane shear behavior: influence of soil moisture content and geosynthetic type ML Lopes, F Ferreira, JR Carneiro, CS Vieira International Journal of Geotechnical Engineering 8 (3), 335-342, 2014 | 36 | 2014 |
| Pullout Behavior of Different GeosyntheticsInfluence of Soil Density and Moisture Content FB Ferreira, CS Vieira, MDL Lopes | 35 | 2020 |
| Pullout Behaviour of Geogrids Embedded in a Recycled Construction and Demolition Material. Effects of Specimen Size and Displacement Rate CS Vieira, P Pereira, F Ferreira, ML Lopes Sustainability 12 (9), 3825, 2020 | 33 | 2020 |
| Improved performance of geosynthetics enhanced ballast: laboratory and numerical studies NT Ngo, B Indraratna, FB Ferreira, C Rujikiatkamjorn Proceedings of the Institution of Civil Engineers-Ground Improvement 171 (4 …, 2018 | 33 | 2018 |
| Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions B Indraratna, T Ngo, FB Ferreira, C Rujikiatkamjorn, A Shahkolahi Transportation Geotechnics 25, 100406, 2020 | 28 | 2020 |
| Application of geoinclusions for sustainable rail infrastructure under increased axle loads and higher speeds B Indraratna, FB Ferreira, Y Qi, TN Ngo Innovative Infrastructure Solutions 3 (1), 69, 2018 | 25 | 2018 |
| Cyclic and post-cyclic shear behaviour of a granite residual soil-geogrid interface F Ferreira, C Vieira, M de Lurdes Lopes Procedia Eng 143, 379-386, 2016 | 24 | 2016 |
| The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways K Thevakumar, B Indraratna, FB Ferreira, J Carter, C Rujikiatkamjorn Transportation Geotechnics 29, 100571, 2021 | 23 | 2021 |
| Large-scale Testing Facility for Heavy Haul Track B Indraratna, T Ngo, FB Ferreira, C Rujikiatkamjorn, A Tucho Transportation Geotechnics, 100517, 2021 | 23 | 2021 |
| Deformation and degradation response of railway ballast under impact loading–effect of artificial inclusions F Ferreira, B Indraratna ICRT 2017: Railway Development, Operations, and Maintenance, 1090-1101, 2018 | 22 | 2018 |
| Soil-geosynthetic interface strength properties from inclined plane and direct shear tests-a comparative analysis FB Ferreira, CS Vieira, ML Lopes Proceedings of GA, 2016 | 17 | 2016 |
| Influence of synthetic inclusions on the degradation and deformation of ballast under heavy-haul cyclic loading T Ngo, B Indraratna, F Ferreira International Journal of Rail Transportation 10 (4), 413-435, 2022 | 14 | 2022 |
| Comportamento das interfaces solo-geossintético FB Ferreira | 14 | 2010 |
| The Use of Under Sleeper Pads to Improve the Performance of Rail Tracks C Jayasuriya, B Indraratna, FB Ferreira Indian Geotechnical Journal, 1-9, 2020 | 13 | 2020 |
Castorina Silva VieiraAssociate Professor at Civil Engineering Department, University of Porto在 fe.up.pt 的电子邮件经过验证
