| Drained residual strength of cohesive soils TD Stark, HT Eid Journal of Geotechnical Engineering 120 (5), 856-871, 1994 | 412 | 1994 |
| Municipal solid waste slope failure. I: Waste and foundation soil properties HT Eid, TD Stark, WD Evans, PE Sherry Journal of Geotechnical and Geoenvironmental Engineering 126 (5), 397-407, 2000 | 271 | 2000 |
| Performance of three-dimensional slope stability methods in practice TD Stark, HT Eid Journal of Geotechnical and Geoenvironmental engineering 124 (11), 1049-1060, 1998 | 218 | 1998 |
| Slope stability analyses in stiff fissured clays TD Stark, HT Eid Journal of Geotechnical and Geoenvironmental Engineering 123 (4), 335-343, 1997 | 207 | 1997 |
| HDPE geomembrane/geotextile interface shear strength TD Stark, TA Williamson, HT Eid Journal of Geotechnical Engineering 122 (3), 197-203, 1996 | 197 | 1996 |
| Bearing capacity and settlement of skirted shallow foundations on sand HT Eid International Journal of Geomechanics 13 (5), 645-652, 2013 | 141 | 2013 |
| Municipal solid waste slope failure. II: Stability analyses TD Stark, HT Eid, WD Evans, PE Sherry Journal of Geotechnical and Geoenvironmental Engineering 126 (5), 408-419, 2000 | 131 | 2000 |
| Shear strength of geosynthetic composite systems for design of landfill liner and cover slopes HT Eid Geotextiles and Geomembranes 29 (3), 335-344, 2011 | 109 | 2011 |
| Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner HT Eid, CK Doerfler Geosynthetics International 6 (3), 219-239, 1999 | 81 | 1999 |
| Shear behavior of reinforced geosynthetic clay liners GC Liners Geosynthetics International 3 (6), 771, 1996 | 76 | 1996 |
| Modified Bromhead ring shear apparatus TD Stark, HT Eid Geotechnical Testing Journal 16 (1), 100-107, 1993 | 74 | 1993 |
| Comparative study on the behavior of square foundations resting on confined sand HT Eid, OA Alansari, AM Odeh, MN Nasr, HA Sadek Canadian geotechnical journal 46 (4), 438-453, 2009 | 73 | 2009 |
| Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses HT Eid, RS Amarasinghe, KH Rabie, D Wijewickreme Canadian Geotechnical Journal 52 (2), 198-210, 2015 | 66 | 2015 |
| Stability charts for uniform slopes in soils with nonlinear failure envelopes HT Eid Engineering Geology 168, 38-45, 2014 | 61 | 2014 |
| Shear behavior of an unreinforced geosynthetic clay liner HT Eid, TD Stark Geosynthetics International 4 (6), 645-659, 1997 | 61 | 1997 |
| Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses HT Eid, KH Rabie, D Wijewickreme Engineering Geology 204, 94-107, 2016 | 46 | 2016 |
| Economic impact of the Eagle Ford Shale TN Tunstall, J Oyakawa, H Eid, C Medina, M Green Jr, I Sanchehez, ... Institute for Economic Development, Center for Community and Business …, 2013 | 36 | 2013 |
| Drained shear strength of stiff clays for slope stability analyses HT Eid University of Illinois at Urbana-Champaign, 1996 | 32 | 1996 |
| Fully softened shear strength for soil slope stability analyses HT Eid, KH Rabie International Journal of Geomechanics 17 (1), 04016023, 2017 | 31 | 2017 |
| Comparison of field and laboratory residual strengths TD Stark, HT Eid Stability and performance of slopes and embankments ii, 876-889, 1993 | 28 | 1993 |
