| Recent advances in centrifuge modeling of seismic shaking BL Kutter University of Missouri--Rolla, 1995 | 213 | 1995 |
| Centrifuge liquefaction tests in a laminar box B Hushmand, RF Scott, CB Crouse Geotechnique 38 (2), 253-262, 1988 | 198 | 1988 |
| Site response estimation from earthquake data SH Hartzell Bulletin of the Seismological Society of America 82 (6), 2308-2327, 1992 | 178 | 1992 |
| Nonlinear response of single piles under lateral inertial and seismic loads D Badoni, N Makris Soil Dynamics and Earthquake Engineering 15 (1), 29-43, 1996 | 159 | 1996 |
| Liquefaction, ground oscillation, and soil deformation at the Wildlife Array, California TL Holzer, TL Youd Bulletin of the Seismological society of America 97 (3), 961-976, 2007 | 130 | 2007 |
| Dynamic soil–structure interaction of a single‐span bridge CB Crouse, B Hushmand, GR Martin Earthquake engineering & structural dynamics 15 (6), 711-729, 1987 | 99 | 1987 |
| Solid waste landfill performance during the 1994 Northridge Earthquake AJ Augello, JD Bray, RB Seed, N Matasovic, E Kavazanjian Jr University of Missouri--Rolla, 1995 | 97 | 1995 |
| Assessment of SSI on the longitudinal seismic response short span bridges CC Spyrakos Construction and Building Materials 4 (4), 170-175, 1990 | 80 | 1990 |
| Identification of foundation impedance functions and soil properties from vibration tests of the Hualien containment model FCP de Barros, JE Luco Soil Dynamics and Earthquake Engineering 14 (4), 229-248, 1995 | 78 | 1995 |
| Foundation impedance functions: Theory versus experiment CB Crouse, B Hushmand, JE Luco, HL Wong Journal of geotechnical engineering 116 (3), 432-449, 1990 | 74 | 1990 |
| Experimental study of boundary effects in dynamic centrifuge modelling B Teymur, SPG Madabhushi Géotechnique 53 (7), 655-663, 2003 | 71 | 2003 |
| Seismic behavior of a post-tensioned integral bridge including soil–structure interaction (SSI) C Spyrakos, G Loannidis Soil Dynamics and Earthquake Engineering 23 (1), 53-63, 2003 | 71 | 2003 |
| Seismic behavior of bridge piers including soil-structure interaction CC Spyrakos Computers & structures 43 (2), 373-384, 1992 | 70 | 1992 |
| Pore pressure and dissipated energy inearthquakes—field verification RO Davis, JB Berrill Journal of geotechnical and geoenvironmental engineering 127 (3), 269-274, 2001 | 68 | 2001 |
| Project VELACS—Control test results K Arulanandan, RF Scott Journal of geotechnical engineering 119 (8), 1276-1292, 1993 | 63 | 1993 |
| Seismic performance of underground reservoir structures: insight from centrifuge modeling on the influence of structure stiffness A Hushmand, S Dashti, C Davis, B Hushmand, M Zhang, M Ghayoomi, ... Journal of Geotechnical and Geoenvironmental Engineering 142 (7), 04016020, 2016 | 53 | 2016 |
| Boundary effects in dynamic centrifuge model tests DJ Campbell, JA Cheney, BL Kutter Centrifuge 91, 441-448, 1991 | 49 | 1991 |
| Frictional base isolation using a layered soil-synthetic liner system E Kavazanjian, B Hushmand, GR Martin Proceedings of the 3rd US Conference on Lifeline Earthquake Engineering …, 1991 | 46 | 1991 |
| In-place calibration of USGS pore pressure transducers at Wildlife Liquefaction Site, California, USA B Hushmand, RF Scott, CB Crouse Proceeding of 10th World Conference on Earthquake Engineering 3, 1263-1267, 1992 | 44 | 1992 |
| Solid waste landfill damage caused by 17 January 1994 Northridge earthquake N Matasovic, E Kavazanjian Jr, AJ Augello, JD Bray, RB Seed The Northridge, California, Earthquake of 17, 221-229, 1994 | 43 | 1994 |
