Recent advances in centrifuge modeling of seismic shaking BL Kutter University of Missouri--Rolla, 1995 | 209 | 1995 |
Centrifuge liquefaction tests in a laminar box B Hushmand, RF Scott, CB Crouse Geotechnique 38 (2), 253-262, 1988 | 190 | 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 | 157 | 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 | 119 | 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 |
Evaluation of solid waste landfill performance during the Northridge earthquake AJ Augello, N Matasovic, JD Bray, E Kavazanjian, RB Seed Proceedings of the Geotechnical Engineering Division of the ASCE in …, 1995 | 90 | 1995 |
Assessment of SSI on the longitudinal seismic response short span bridges CC Spyrakos Construction and Building Materials 4 (4), 170-175, 1990 | 78 | 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 | 76 | 1995 |
Foundation impedance functions: Theory versus experiment CB Crouse, B Hushmand, JE Luco, HL Wong Journal of geotechnical engineering 116 (3), 432-449, 1990 | 72 | 1990 |
Experimental study of boundary effects in dynamic centrifuge modelling B Teymur, SPG Madabhushi Géotechnique 53 (7), 655-663, 2003 | 70 | 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 | 69 | 2003 |
Seismic behavior of bridge piers including soil-structure interaction CC Spyrakos Computers & structures 43 (2), 373-384, 1992 | 67 | 1992 |
Pore Pressure and Dissipated Energy inEarthquakes—Field Verification RO Davis, JB Berrill Journal of geotechnical and geoenvironmental engineering 127 (3), 269-274, 2001 | 65 | 2001 |
Project VELACS—Control test results K Arulanandan, RF Scott Journal of geotechnical engineering 119 (8), 1276-1292, 1993 | 60 | 1993 |
Seismic performance of underground reservoir structures: insight from centrifuge modeling on the influence of backfill soil type and geometry A Hushmand, S Dashti, C Davis, B Hushmand, JS McCartney, J Hu, Y Lee Journal of Geotechnical and Geoenvironmental Engineering 142 (11), 04016058, 2016 | 57 | 2016 |
Boundary effects in dynamic centrifuge model tests DJ Campbell, JA Cheney, BL Kutter Centrifuge 91, 441-448, 1991 | 48 | 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 | 47 | 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 | 45 | 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 | 40 | 1994 |