Soil geosynthetic interaction: design parameters from experimental and theoretical analysis N Moraci, G Cardile, D Gioffrè, MC Mandaglio, LS Calvarano, L Carbone Transportation Infrastructure Geotechnology 1, 165-227, 2014 | 105 | 2014 |
Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil N Moraci, G Cardile Geotextiles and geomembranes 27 (6), 475-487, 2009 | 86 | 2009 |
Deformative behaviour of different geogrids embedded in a granular soil under monotonic and cyclic pullout loads N Moraci, G Cardile Geotextiles and Geomembranes 32, 104-110, 2012 | 76 | 2012 |
Modelling interference between the geogrid bearing members under pullout loading conditions G Cardile, D Gioffrè, N Moraci, LS Calvarano Geotextiles and Geomembranes 45 (3), 169-177, 2017 | 65 | 2017 |
Geosynthetic engineering and vegetation growth in soil reinforcement applications D Cazzuffi, G Cardile, D Gioffrè Transportation Infrastructure Geotechnology 1, 262-300, 2014 | 53 | 2014 |
Geogrid pullout behaviour according to the experimental evaluation of the active length G Cardile, N Moraci, LS Calvarano Geosynthetics International 23 (3), 194-205, 2016 | 46 | 2016 |
The influence of a cyclic loading history on soil-geogrid interaction under pullout condition G Cardile, M Pisano, N Moraci Geotextiles and Geomembranes 47 (4), 552-565, 2019 | 44 | 2019 |
Tensile behaviour of an HDPE geogrid under cyclic loading: Experimental results and empirical modelling G Cardile, N Moraci, M Pisano Geosynthetics International 24 (1), 95-112, 2017 | 40 | 2017 |
European Experience in Pullout Tests. The Influence of Geogrid’s Geometry and Structure on Interface Behavior D Cazzuffi, LS Calvarano, G Cardile, N Moraci, P Recalcati Geosynthetics 29 (5), 2011 | 25 | 2011 |
The influence of soil type on interface behavior under pullout conditions N Moraci, D Cazzuffi, LS Calvarano, G Cardile, D Gioffrè, P Recalcati Geosynthetics 32 (3), 42-50, 2014 | 20 | 2014 |
The influence of vertical effective stress and geogrid length on interface behavior under pullout conditions D Cazzuffi, N Moraci, LS Calvarano, G Cardile, D Gioffrè, P Recalcati Geosynthetics 32 (2), 40-50, 2014 | 20 | 2014 |
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time G Cardile, M Pisano, P Recalcati, N Moraci Geotextiles and Geomembranes 49 (6), 1519-1528, 2021 | 18 | 2021 |
A stress transfer model to predict the pullout resistance of extruded geogrids embedded in compacted granular soils LS Calvarano, D Gioffrè, G Cardile, N Moraci Proceedings of the 10th International Conference on Geosynthetics, ICG, 8, 2014 | 17 | 2014 |
In-air tensile load-strain behaviour of HDPE geogrids under cyclic loading G Cardile, N Moraci, M Pisano Procedia Engineering 158, 266-271, 2016 | 16 | 2016 |
European experience in pullout tests: Part 2-The influence of vertical effective stress and of geogrid length on interface behaviour under pullout conditions D Cazzuffi, N Moraci, LS Calvarano, G Cardile, D Gioffrè, P Recalcati Geosynthetics 32 (2), 40-50, 2014 | 16 | 2014 |
Pullout behaviour of different geosynthetics embedded in granular soils N Moraci, G Cardile Geosynthetics in Civil and Environmental Engineering: Geosynthetics Asia …, 2009 | 15 | 2009 |
The influence of reinforcement geometry and soil types on the interface behaviour in pullout conditions LS Calvarano, G Cardile, N Moraci, P Recalcati 5th European Conference on Geosynthetics-Eurogeo 5, 708-714, 2012 | 14 | 2012 |
Soil-geosynthetic interface behaviour in the anchorage zone [Comportamento all’interfaccia terreno-geosintetico nella zona di ancoraggio] N Moraci, G Cardile, M Pisano Rivista italiana di geotecnica 51, 5-25, 2017 | 13 | 2017 |
Experimental evaluation of the pullout active length of different geogrids G Cardile, LS Calvarano, D Gioffrè, N Moraci proceeding of 10th ICG, 2014 | 12 | 2014 |
A theoretical method to predict the pullout behaviour of extruded geogrids embedded in granular soils N Moraci, G Cardile, D Gioffrè New Horizons in Earth Reinforcement, 281-287, 2023 | 10 | 2023 |