| Topographic effects on the seismic response of steep slopes SA Ashford, N Sitar, J Lysmer, N Deng Bulletin of the seismological society of America 87 (3), 701-709, 1997 | 445 | 1997 |
| Lateral resistance of a full-scale pile group in liquefied sand KM Rollins, TM Gerber, JD Lane, SA Ashford Journal of Geotechnical and Geoenvironmental Engineering 131 (1), 115-125, 2005 | 235 | 2005 |
| Analysis of topographic amplification of inclined shear waves in a steep coastal bluff SA Ashford, N Sitar Bulletin of the seismological society of America 87 (3), 692-700, 1997 | 229 | 1997 |
| Application of airborne LIDAR for seacliff volumetric change and beach-sediment budget contributions AP Young, SA Ashford Journal of Coastal Research 22 (2), 307-318, 2006 | 198 | 2006 |
| Geotechnical reconnaissance of the 2010 Darfield (New Zealand) earthquake M Cubrinovski, R Green, J Allen, S Ashford, E Bowman, B Bradley, B Cox, ... University of Canterbury. Civil and Natural Resources Engineering, 2010 | 184 | 2010 |
| Blast-induced liquefaction for full-scale foundation testing SA Ashford, KM Rollins, JD Lane Journal of Geotechnical and Geoenvironmental Engineering 130 (8), 798-806, 2004 | 136 | 2004 |
| Preliminary report on the principal geotechnical aspects of the January 17, 1994 Northridge earthquake JP Stewart, SA Ashford Earthquake Engineering Research Center, University of California, 1994 | 127 | 1994 |
| Soil–pile response to blast-induced lateral spreading. I: field test SA Ashford, T Juirnarongrit, T Sugano, M Hamada Journal of Geotechnical and Geoenvironmental Engineering 132 (2), 152-162, 2006 | 122 | 2006 |
| Evaluation of pile diameter effect on initial modulus of subgrade reaction SA Ashford, T Juirnarongrit Journal of Geotechnical and Geoenvironmental Engineering 129 (3), 234-242, 2003 | 116 | 2003 |
| Terrestrial laser scanning of extended cliff sections in dynamic environments: Parameter analysis MJ Olsen, E Johnstone, N Driscoll, SA Ashford, F Kuester Journal of Surveying Engineering 135 (4), 161-169, 2009 | 100 | 2009 |
| Capacity evaluation of exterior sacrificial shear keys of bridge abutments A Bozorgzadeh, S Megally, JI Restrepo, SA Ashford Journal of Bridge Engineering 11 (5), 555-565, 2006 | 99 | 2006 |
| Numerical study of shear stress distribution for discrete columns in liquefiable soils D Rayamajhi, TV Nguyen, SA Ashford, RW Boulanger, J Lu, A Elgamal, ... Journal of Geotechnical and Geoenvironmental Engineering 140 (3), 04013034, 2014 | 74 | 2014 |
| New automated point-cloud alignment for ground-based light detection and ranging data of long coastal sections MJ Olsen, E Johnstone, F Kuester, N Driscoll, SA Ashford Journal of Surveying Engineering 137 (1), 14-25, 2011 | 72 | 2011 |
| Simplified method for evaluating seismic stability of steep slopes SA Ashford, N Sitar Journal of geotechnical and geoenvironmental engineering 128 (2), 119-128, 2002 | 71 | 2002 |
| Instability investigation of cantilevered seacliffs AP Young, SA Ashford Earth Surface Processes and Landforms: The Journal of the British …, 2008 | 67 | 2008 |
| Recommended design practice for pile foundations in laterally spreading ground SA Ashford, RW Boulanger, SJ Brandenberg Pacific Earthquake Engineering Research Center, 2011 | 65 | 2011 |
| Amplification of earthquake ground motions in Bangkok SA Ashford, W Jakrapiyanun, P Lukkunaprasit Proceedings of the 12th World Conference on Earthquake Engineering, Auckland …, 2000 | 65 | 2000 |
| Soil-Pile Response to Blast-Induced Lateral Spreading. II: Analysis and Assessment of the Method T Juirnarongrit, SA Ashford Journal of Geotechnical and Geoenvironmental Engineering 132 (2), 163-172, 2006 | 63 | 2006 |
| Response of 0.6 m cast-in-steel-shell pile in liquefied soil under lateral loading TJ Weaver, SA Ashford, KM Rollins Journal of Geotechnical and Geoenvironmental Engineering 131 (1), 94-102, 2005 | 62 | 2005 |
| Liquefaction mitigation using stone columns around deep foundations: Full-scale test results SA Ashford, KM Rollins, S Case Bradford V, TJ Weaver, JI Baez Transportation research record 1736 (1), 110-118, 2000 | 61 | 2000 |
