| Static and cyclic behavior of North Coast calcareous sand in Egypt M Salem, H Elmamlouk, S Agaiby Soil Dynamics and Earthquake Engineering 55, 83-91, 2013 | 195 | 2013 |
| Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site SS Agaiby, PW Mayne Canadian Geotechnical Journal 55 (12), 1781-1794, 2018 | 24 | 2018 |
| Evaluating undrained rigidity index of clays from piezocone data SS Agaiby, PW Mayne Cone Penetration Testing 2018, 65-71, 2018 | 18 | 2018 |
| Advancements in the Interpretation of Seismic Piezocone Tests in Clays and other Geomaterials SS Agaiby Georgia Institute of Technology, 2018 | 18 | 2018 |
| CPT evaluation of yield stress profiles in soils SS Agaiby, PW Mayne Journal of Geotechnical and Geoenvironmental Engineering 145 (12), 04019104, 2019 | 17 | 2019 |
| Relationship between undrained shear strength and shear wave velocity for clays SS Agaiby, PW Mayne Deformation characteristics of geomaterials, 358-365, 2015 | 15 | 2015 |
| Fracture characterization of clays and clay-like materials using flattened Brazilian Test SSW Agaiby Massachusetts Institute of Technology, 2013 | 14 | 2013 |
| Indirect estimation of fines content using the modified CPT material index SS Agaiby, PW Mayne Geo-Congress 2020, 569-582, 2020 | 9 | 2020 |
| Evaluating CPTu in sensitive Haney clay using a modified SCE-CSSM solution PW Mayne, J Greig, S Agaiby Proc., 71st Canadian Geotechnical Conference on GeoEdmonton, 2018 | 9 | 2018 |
| Strength and stiffness characterization of clays using Atterberg limits SM Ahmed, SS Agaiby Transportation Geotechnics 25, 100420, 2020 | 8 | 2020 |
| Piezocone dissipation tests at the Canadian test site No. 1, Gloucester, Ontario W McQueen, B Miller, PW Mayne, S Agaiby Canadian Geotechnical Journal 53 (5), 884-888, 2016 | 8 | 2016 |
| Profiling yield stresses and identification of soft organic clays using piezocone tests P Mayne, S Agaiby Geotechnical Engineering in the XXI Century: Lessons learned and future …, 2019 | 6 | 2019 |
| Geotechnical load factored resistance design (LFRD) calculations of settlement and bearing capacity for shallow bridge foundations SS Agaiby, A Adelakun, ID Rish, PW Mayne IFCEE 2018, 431-441, 2018 | 6 | 2018 |
| Behavior of calcareous sands of northern coast in Egypt under cyclic triaxial loading SS Agaiby M. Sc. thesis, Cairo University, Egypt, 2011 | 6 | 2011 |
| CPTU identification of regular, sensitive, and organic clays towards evaluating preconsolidation stress profiles SS Agaiby, PW Mayne AIMS GeoSciences 7 (4), 553-573, 2021 | 5 | 2021 |
| Liquefaction susceptibility of loose calcareous sand of Northern Coast in Egypt H Elmamlouk, M Salem, SS Agaiby Proceedings of the 18th International Conference on Soil Mechanism and …, 2013 | 5 | 2013 |
| Liquefaction susceptibility of loose calcareous sand of northern coast in Egypt La susceptibilité à la liquéfaction du sable calcaire lâche de la côte nord en Égypte S Agaiby, M Salem, H Mamlouk International Conference on Soil Mechanics & Geotechnical Engineering, 2013 | 5 | 2013 |
| Piezocone identification of organic clays and peats PW Mayne, SS Agaiby, D Dasenbrock Geo-Congress 2020, 541-549, 2020 | 4 | 2020 |
| Geotechnical LFRD calculations of settlement and bearing capacity of GDOT shallow bridge foundations and retaining walls. SS Agaiby, PW Mayne Georgia. Dept. of Transportation, 2016 | 3 | 2016 |
| Sawdust Effect on Compressibility and Shear Strength Characteristics of Highly Organic Clay S Agaiby, AW Hassan, AH Dakhli, A Elhakim ERJ. Engineering Research Journal 45 (3), 379-387, 2022 | 2 | 2022 |
Paul W MayneProfessor of Civil and Environmental Engineering, Georgia Institute of TechnologyVerified email at ce.gatech.edu
