| A new correlation between SPT and CPT for various soils F Jarushi, S AlKaabim, P Cosentino International Journal of Geological and Environmental Engineering 9 (2), 101-107, 2015 | 34 | 2015 |
| Piezocone penetration testing in Florida high pile rebound soils F Jarushi, PJ Cosentino, EH Kalajian DFI Journal-The Journal of the Deep Foundations Institute 7 (2), 28-45, 2013 | 10 | 2013 |
| Prediction of High Pile Rebound with Fines Content and Uncorrected Blow Counts from Standard Penetration Test F Jarushi, PJ Cosentino, EH Kalajian Transportation research record 2363 (1), 47-55, 2013 | 9 | 2013 |
| Design phase identification of high pile rebound soils PJ Cosentino, EH Kalajian, TJ Misilo, YC Fon, K Davis, F Jarushi, ... Florida Institute of Technology. Civil Engineering Dept., 2010 | 8 | 2010 |
| Identifying high pile rebound soils using CPT pore water pressure measurements: case studies in Florida PJ Cosentino, EH Kalajian, F Jarushi, R Krajcik Transportation Research Board 92nd Annual MeetingTransportation Research Board, 2013 | 7 | 2013 |
| CPT pore water pressure correlations with PDA to identify pile drivability problem F Jarushi, P Cosentino, E Kalajian, H Dekhn International Journal of Geological and Environmental Engineering 9 (2), 55-61, 2015 | 5 | 2015 |
| Measured versus predicted bearing capacity of large displacement pile in difficult soils FH Jarushi, SS Hamuda, MA Hasan International Journal of Engineering Innovation & Research 4 (3), 500-505, 2015 | 4 | 2015 |
| Evaluating geotechnical engineering properties associated with high pile rebound FHM Jarushi Florida Institute of Technology, 2013 | 4 | 2013 |
| Using fines content and uncorrected SPT blow counts of soils to predict high pile rebound PJ Fauzi Jarushi Cosentino, EH Kalajian Journal of the Transportation Research Board, 13-2880, 2013 | 3 | 2013 |
| Influence of Different Parameters on the Behavior of a Laterally Loaded Pile in Sand H Musbah, NA M.A, F Jarushi 40th Annual Conference on Deep Foundations in Oakland, California, October …, 2015 | 2 | 2015 |
| Role of spatial variability in the service life prediction of RC bridges affected by corrosion OM Kenshel, AJ O’Connor, MF Suleiman, FE Jarushi | 1 | 2021 |
| Axial Pile Capacity from CPT Data in Difficult Soil FH Jarushi, SS Hamuda, M Hasan, A Alhamadi GeoVirtual 2020 Conference, Calgary, Canada, 2020 | 1 | 2020 |
| Logistic regression models to predict the probability of high pile rebound using SPT or CPT data F Jarushi, P Cosentino, O Kenshel Proceedings of the 17th Asian Regional Conference on Soil Mechanics and …, 2023 | | 2023 |
| Consolidation Characteristics of Cohesive Soil Treated with Different Additives MA Hasan, F Jarushi, A Mohammed 1st International conference of Engineering Sciences, Sirte University …, 2023 | | 2023 |
| The Effect of Granulate Waste Tires on the Geotechnical Properties of Clays J Fauzi, A Talibullah 8th International Conference on Geotechnical Research and Engineering, 2023 | | 2023 |
| Effect of Cement Dust on Engineering Properties of Silty Sand Soils FH Jarushi, A Taliballh | | 2021 |
| Correlation Between The Standard Penetration Test and The Dynamic Cone Penetration Test For Sandy Soil MA Fauzi Jarushi, Salah S Hamuda GeoVirtual 2020 Conference, Calgary, Canada, 2020 | | 2020 |
| Estimating Dry density of Sandy Soil Using the Dynamic Cone Penetrometer A saleh Al-jahawi University of Tripoli, 2017 | | 2017 |
| Correlation Between The Standard Penetration Test and The Dynamic Cone Penetration Test For Sandy Soil M Aldawi University of Tripoli, 2016 | | 2016 |
| INVESTIGATION OF COLLAPSIBILITY OF REMOLDED KAOLIN CLAY SOIL UPON WETTING MA Hasan, AM Nasr, F Jarushi | | 2016 |
Paul CosentinoProfessor of Civil Engineering Florida Institute of TechnologyVerified email at fit.edu
