| Shear modulus and damping relationships for gravels KM Rollins, MD Evans, NB Diehl, WDD III Journal of geotechnical and Geoenvironmental Engineering 124 (5), 396-405, 1998 | 730 | 1998 |
| Lateral load behavior of full-scale pile group in clay KM Rollins, KT Peterson, TJ Weaver Journal of geotechnical and geoenvironmental engineering 124 (6), 468-478, 1998 | 391 | 1998 |
| Nonlinear soil–abutment–bridge structure interaction for seismic performance-based design A Shamsabadi, KM Rollins, M Kapuskar Journal of geotechnical and geoenvironmental engineering 133 (6), 707-720, 2007 | 388 | 2007 |
| Measured and computed lateral response of a pile group in sand KM Rollins, JD Lane, TM Gerber Journal of Geotechnical and Geoenvironmental Engineering 131 (1), 103-114, 2005 | 254 | 2005 |
| 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 | 241 | 2005 |
| Full-scale field testing of colloidal silica grouting for mitigation of liquefaction risk PM Gallagher, CT Conlee, KM Rollins Journal of geotechnical and geoenvironmental engineering 133 (2), 186-196, 2007 | 193 | 2007 |
| Pile spacing effects on lateral pile group behavior: Analysis KM Rollins, KG Olsen, DH Jensen, BH Garrett, RJ Olsen, JJ Egbert Journal of geotechnical and geoenvironmental engineering 132 (10), 1272-1283, 2006 | 171 | 2006 |
| Drilled shaft side friction in gravelly soils KM Rollins, RJ Clayton, RC Mikesell, BC Blaise Journal of Geotechnical and Geoenvironmental Engineering 131 (8), 987-1003, 2005 | 162 | 2005 |
| Lateral resistance of full-scale pile cap with gravel backfill KM Rollins, A Sparks Journal of Geotechnical and Geoenvironmental Engineering 128 (9), 711-723, 2002 | 154 | 2002 |
| 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 | 147 | 2004 |
| Pile spacing effects on lateral pile group behavior: load tests KM Rollins, RJ Olsen, JJ Egbert, DH Jensen, KG Olsen, BH Garrett Journal of geotechnical and geoenvironmental engineering 132 (10), 1262-1271, 2006 | 136 | 2006 |
| Influence of buildings on potential liquefaction damage KM Rollins, HB Seed Journal of geotechnical engineering 116 (2), 165-185, 1990 | 124 | 1990 |
| Cyclic lateral load behavior of a pile cap and backfill KM Rollins, RT Cole Journal of geotechnical and geoenvironmental engineering 132 (9), 1143-1153, 2006 | 123 | 2006 |
| Passive earth pressure mobilization during cyclic loading RT Cole, KM Rollins Journal of Geotechnical and Geoenvironmental Engineering 132 (9), 1154-1164, 2006 | 114 | 2006 |
| Mitigation measures for small structures on collapsible alluvial soils KM Rollins, GW Rogers Journal of Geotechnical Engineering 120 (9), 1533-1553, 1994 | 103 | 1994 |
| Dynamic compaction of collapsible soils based on US case histories KM Rollins, J Kim Journal of Geotechnical and Geoenvironmental Engineering 136 (9), 1178-1186, 2010 | 94 | 2010 |
| Optimum moisture content for dynamic compaction of collapsible soils KM Rollins, SJ Jorgensen, TE Ross Journal of geotechnical and geoenvironmental engineering 124 (8), 699-708, 1998 | 82* | 1998 |
| 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 | 72 | 2000 |
| 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 | 64 | 2005 |
| Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads MN Hussien, T Tobita, S Iai, KM Rollins Canadian Geotechnical Journal 47 (11), 1234-1246, 2010 | 58 | 2010 |
Scott AshfordProfessor, Oregon State UniversityEmail verificata su oregonstate.edu
