Selecting parameters to optimize in model calibration by inverse analysis M Calvello, RJ Finno Computers and Geotechnics 31 (5), 410-424, 2004 | 392 | 2004 |
Three-dimensional effects for supported excavations in clay RJ Finno, JT Blackburn, JF Roboski Journal of Geotechnical and Geoenvironmental Engineering 133 (1), 30-36, 2007 | 364 | 2007 |
Supported excavations: observational method and inverse modeling RJ Finno, M Calvello Journal of geotechnical and geoenvironmental engineering 131 (7), 826-836, 2005 | 351 | 2005 |
Shear bands in plane strain compression of loose sand RJ Finno, WW Harris, MA Mooney, G Viggiani Geotechnique 47 (1), 149-165, 1997 | 338 | 1997 |
Digital image correlation to evaluate shear banding in dilative sands AL Rechenmacher, RJ Finno Geotechnical Testing Journal 27 (1), 2004 | 237 | 2004 |
Evaluating damage potential in buildings affected by excavations RJ Finno, FT Voss Jr, E Rossow, JT Blackburn Journal of geotechnical and geoenvironmental engineering 131 (10), 1199-1210, 2005 | 232 | 2005 |
Strain localization and undrained steady state of sand RJ Finno, WW Harris, MA Mooney, G Viggiani Journal of Geotechnical Engineering 122 (6), 462-473, 1996 | 198 | 1996 |
Three-dimensional responses of a tied-back excavation through clay RJ Finno, JF Roboski Journal of Geotechnical and Geoenvironmental Engineering 131 (3), 273-282, 2005 | 194 | 2005 |
Evaluation of soil response to EPB shield tunneling RJ Finno, GW Clough Journal of Geotechnical Engineering 111 (2), 155-173, 1985 | 177 | 1985 |
A unique critical state for sand? MA Mooney, RJ Finno, MG Viggiani Journal of Geotechnical and Geoenvironmental Engineering 124 (11), 1100-1108, 1998 | 168 | 1998 |
Finite element analyses of HDR-4 excavation RJ Finno, IS Harahap Journal of geotechnical engineering 117 (10), 1590-1609, 1991 | 162 | 1991 |
Inverse analysis techniques for parameter identification in simulation of excavation support systems C Rechea, S Levasseur, R Finno Computers and Geotechnics 35 (3), 331-345, 2008 | 158 | 2008 |
Observed performance of a deep excavation in clay RJ Finno, DK Atmatzidis, SB Perkins Journal of Geotechnical Engineering 115 (8), 1045-1064, 1989 | 153 | 1989 |
Performance of a stiff support system in soft clay RJ Finno, S Bryson, M Calvello Journal of Geotechnical and Geoenvironmental Engineering 128 (8), 660-671, 2002 | 145 | 2002 |
Response of building adjacent to stiff excavation support system in soft clay RJ Finno, LS Bryson Journal of performance of constructed facilities 16 (1), 10-20, 2002 | 140 | 2002 |
Analysis of performance of pile groups adjacent to deep excavation RJ Finno, SA Lawrence, NF Allawh, IS Harahap Journal of Geotechnical Engineering 117 (6), 934-955, 1991 | 140 | 1991 |
Comparison of two inverse analysis techniques for learning deep excavation response YMA Hashash, S Levasseur, A Osouli, R Finno, Y Malecot Computers and geotechnics 37 (3), 323-333, 2010 | 134 | 2010 |
Use of stereophotogrammetry to analyze the development of shear bands in sand WW Harris, G Viggiani, MA Mooney, RJ Finno Geotechnical Testing Journal 18 (4), 405-420, 1995 | 134 | 1995 |
Three-dimensional responses observed in an internally braced excavation in soft clay J Tanner Blackburn, RJ Finno Journal of Geotechnical and Geoenvironmental Engineering 133 (11), 1364-1373, 2007 | 127 | 2007 |
Distributions of ground movements parallel to deep excavations in clay J Roboski, RJ Finno Canadian geotechnical journal 43 (1), 43-58, 2006 | 125 | 2006 |