| Effects of interface roughness, particle geometry, and gradation on the sand–steel interface friction angle F Han, E Ganju, R Salgado, M Prezzi Journal of Geotechnical and Geoenvironmental Engineering 144 (12), 04018096, 2018 | 162 | 2018 |
| Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand F Han, E Ganju, R Salgado, M Prezzi Acta Geotechnica 14, 1785-1803, 2019 | 51 | 2019 |
| Axial resistance of open-ended pipe pile driven in gravelly sand F Han, E Ganju, M Prezzi, R Salgado, M Zaheer Géotechnique 70 (2), 138-152, 2020 | 44 | 2020 |
| Design wind loads on reinforced concrete chimney–An experimental case study AD John, A Gairola, E Ganju, A Gupta Procedia engineering 14, 1252-1257, 2011 | 32 | 2011 |
| Algorithm for generation of stratigraphic profiles using cone penetration test data E Ganju, M Prezzi, R Salgado Computers and Geotechnics 90, 73-84, 2017 | 30 | 2017 |
| Quantification of displacement and particle crushing around a penetrometer tip E Ganju, F Han, M Prezzi, R Salgado, JS Pereira Geoscience Frontiers 11 (2), 389-399, 2020 | 29 | 2020 |
| Effect of particle characteristics on the evolution of particle size, particle morphology, and fabric of sands loaded under uniaxial compression E Ganju, M Kılıç, M Prezzi, R Salgado, N Parab, W Chen Acta Geotechnica 16 (11), 3489-3516, 2021 | 25 | 2021 |
| Site variability analysis using cone penetration test data R Salgado, E Ganju, M Prezzi Computers and Geotechnics 105, 37-50, 2019 | 23 | 2019 |
| Matric suction measurements of compacted subgrade soils H Kim, E Ganju, D Tang, M Prezzi, R Salgado Road Materials and Pavement Design 16 (2), 358-378, 2015 | 21 | 2015 |
| Static capacity of closed-ended pipe pile driven in gravelly sand E Ganju, F Han, M Prezzi, R Salgado Journal of Geotechnical and Geoenvironmental Engineering 146 (4), 04020008, 2020 | 19 | 2020 |
| Quality assurance and quality control of subgrade compaction using the dynamic cone penetrometer E Ganju, H Kim, M Prezzi, R Salgado, NZ Siddiki International Journal of Pavement Engineering 19 (11), 966-975, 2018 | 18 | 2018 |
| Closure to “Effects of interface roughness, particle geometry, and gradation on the sand–steel interface friction angle” by Fei Han, Eshan Ganju, Rodrigo Salgado, and Monica Prezzi F Han, E Ganju, M Prezzi, R Salgado Journal of Geotechnical and Geoenvironmental Engineering 145 (11), 07019017, 2019 | 13 | 2019 |
| Research on calibration curves of home-made “double circle” filter papers,” D Tang, DQ Li, HB Kim, E Ganju Engineering Journal of Wuhan University 49 (1), 1-8, 2016 | 10 | 2016 |
| Displacements, strains, and shear bands in deep and shallow penetration processes E Ganju, AC Galvis-Castro, F Janabi, M Prezzi, R Salgado Journal of Geotechnical and Geoenvironmental Engineering 147 (11), 04021135, 2021 | 9 | 2021 |
| Experimental study of the load response of large diameter closed-ended and open-ended pipe piles installed in alluvial soil F Han, E Ganju, R Salgado, M Prezzi, M Zaheer Joint Transportation Research Program, 2019 | 8 | 2019 |
| Experimental investigation of matric suction in compacted fine-grained soils H Kim, D Tang, E Ganju, M Prezzi, R Salgado International Journal of Pavement Engineering 20 (1), 53-60, 2019 | 7 | 2019 |
| QA/QC of Subgrade and Embankment Construction: Technology Replacement and Updated Procedures E Ganju, M Prezzi, R Salgado, NZ Siddiki, K Sommer Joint Transportation Research Program, 2015 | 6 | 2015 |
| A novel diffraction contrast tomography (DCT) acquisition strategy for capturing the 3D crystallographic structure of pure titanium E Ganju, E Nieto-Valeiras, J LLorca, N Chawla Tomography of Materials and Structures 1, 100003, 2023 | 5 | 2023 |
| Static load test on closed-ended pipe pile driven in gravelly sand E Ganju, F Han, M Prezzi, R Salgado J Geotech Geoenviron Eng, 2019 | 5 | 2019 |
| On modelling the compressibility of unsaturated fine-grained soils D Tang, E Ganju, S Rahman, D Li, M Prezzi, R Salgado Soils and Foundations 57 (5), 892-897, 2017 | 5 | 2017 |
Monica PrezziProfessor of Civil Engineering在 ecn.purdue.edu 的电子邮件经过验证
