| Drained residual strength of cohesive soils TD Stark, HT Eid Journal of Geotechnical Engineering 120 (5), 856-871, 1994 | 432 | 1994 |
| Liquefied strength ratio from liquefaction flow failure case histories SM Olson, TD Stark Canadian Geotechnical Journal 39 (3), 629-647, 2002 | 405 | 2002 |
| Liquefaction resistance using CPT and field case histories TD Stark, SM Olson Journal of geotechnical engineering 121 (12), 856-869, 1995 | 390 | 1995 |
| Secondary compression of peat with or without surcharging G Mesri, TD Stark, MA Ajlouni, CS Chen Journal of Geotechnical and Geoenvironmental Engineering 123 (5), 411-421, 1997 | 350 | 1997 |
| Drained shear strength parameters for analysis of landslides TD Stark, H Choi, S McCone Journal of Geotechnical and Geoenvironmental Engineering 131 (5), 575-588, 2005 | 307 | 2005 |
| 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 | 289 | 2000 |
| Undrained shear strength of liquefied sands for stability analysis TD Stark, G Mesri Journal of Geotechnical Engineering 118 (11), 1727-1747, 1992 | 263 | 1992 |
| Performance of three-dimensional slope stability methods in practice TD Stark, HT Eid Journal of Geotechnical and Geoenvironmental engineering 124 (11), 1049-1060, 1998 | 223 | 1998 |
| Yield strength ratio and liquefaction analysis of slopes and embankments SM Olson, TD Stark Journal of Geotechnical and Geoenvironmental Engineering 129 (8), 727-737, 2003 | 220 | 2003 |
| Landfill liner interface strengths from torsional-ring-shear tests TD Stark, AR Poeppel Journal of Geotechnical Engineering 120 (3), 597-615, 1994 | 220 | 1994 |
| Slope stability analyses in stiff fissured clays TD Stark, HT Eid Journal of Geotechnical and Geoenvironmental Engineering 123 (4), 335-343, 1997 | 214 | 1997 |
| HDPE geomembrane/geotextile interface shear strength TD Stark, TA Williamson, HT Eid Journal of Geotechnical Engineering 122 (3), 197-203, 1996 | 204 | 1996 |
| Slope inclinometers for landslides TD Stark, H Choi Landslides 5, 339-350, 2008 | 190 | 2008 |
| Geofoam applications in the design and construction of highway embankments TD Stark, D Arellano, JS Horvath, D Leshchinsky NCHRP web document 65, 24-31, 2004 | 189 | 2004 |
| 1907 static liquefaction flow failure of the north dike of Wachusett dam SM Olson, TD Stark, WH Walton, G Castro Journal of Geotechnical and Geoenvironmental engineering 126 (12), 1184-1193, 2000 | 149 | 2000 |
| 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 | 137 | 2000 |
| Aluminum reactions and problems in municipal solid waste landfills GV Calder, TD Stark Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management 14 …, 2010 | 136 | 2010 |
| Shear strength of municipal solid waste for stability analyses TD Stark, N Huvaj-Sarihan, G Li Environmental geology 57, 1911-1923, 2009 | 127 | 2009 |
| Guideline and recommended standard for geofoam applications in highway embankments TD Stark Transportation Research Board, 2004 | 124 | 2004 |
| Empirical correlations: drained shear strength for slope stability analyses TD Stark, M Hussain Journal of Geotechnical and Geoenvironmental Engineering 139 (6), 853-862, 2013 | 111 | 2013 |
Hisham T. EidProfessor of Civil Engineering, Qatar UniversityVerified email at qu.edu.qa
