| The UWA-05 method for prediction of axial capacity of driven piles in sand BM Lehane, JA Schneider, X Xu Proc., 1st Int. Symp. on Frontiers in Offshore Geotechnics, 683-689, 2005 | 355 | 2005 |
| Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters JA Schneider, MF Randolph, PW Mayne, NR Ramsey Journal of geotechnical and geoenvironmental engineering 134 (11), 1569-1586, 2008 | 292 | 2008 |
| Effect of penetration rate on penetrometer resistance in clay SF Chung, MF Randolph, JA Schneider Journal of geotechnical and geoenvironmental engineering 132 (9), 1188-1196, 2006 | 283 | 2006 |
| Database assessment of CPT-based design methods for axial capacity of driven piles in siliceous sands JA Schneider, X Xu, BM Lehane Journal of geotechnical and geoenvironmental engineering 134 (9), 1227-1244, 2008 | 147 | 2008 |
| Scale effects on tension capacity for rough piles buried in dense sand BM Lehane, C Gaudin, JA Schneider Géotechnique 55 (10), 709-719, 2005 | 140 | 2005 |
| Velocity effects on piezocone measurements in normally and over consolidated clays JA Schneider, BM Lehane, F Schnaid International Journal of Physical Modelling in Geotechnics 7 (2), 23-34, 2007 | 135 | 2007 |
| A review of design methods for offshore driven piles in siliceous sand BM Lehane, JAA Schneider, X Xu The University of Western Australia, 2005 | 125 | 2005 |
| Small-and large-strain soil properties from seismic flat dilatometer tests PW Mayne, JA Schneider, GK Martin Proc. 2nd Int. Symp. on Pre-Failure Deformation Characteristics of …, 1999 | 113 | 1999 |
| Influence of dilation angle on drained shallow circular anchor uplift capacity JR Giampa, AS Bradshaw, JA Schneider International Journal of Geomechanics 17 (2), 04016056, 2017 | 88 | 2017 |
| Linking cyclic stress and cyclic strain based methods for assessment of cyclic liquefaction triggering in sands JA Schneider, RES Moss Géotechnique Letters 1 (2), 31-36, 2011 | 77 | 2011 |
| The influence of effective area ratio on shaft friction of displacement piles in sand DJ White, JA Schneider, BM Lehane Taylor & Francis, 2005 | 77 | 2005 |
| Cone penetration test (CPT) methods for end-bearing assessment of open-and closed-ended driven piles in siliceous sand X Xu, JA Schneider, BM Lehane Canadian Geotechnical Journal 45 (8), 1130-1141, 2008 | 76 | 2008 |
| Field and laboratory measurements of dynamic shear modulus of Piedmont residual soils JA Schneider, L Hoyos, PW Mayne, EJ Macari, GJ Rix, B Edelen Geotechnical Special Publication, 12-25, 1999 | 76 | 1999 |
| Evaluating axial drilled shaft response by seismic cone PW Mayne, JA Schneider | 73 | 2001 |
| CPT based design of driven piles in sand for offshore structures BM Lehane, JA Schneider, X Xu UWA Report, GEO 5345, 105, 2005 | 72 | 2005 |
| Comparing CPTU Q–F and Q–Δu2/σv0′soil classification charts JA Schneider, JN Hotstream, PW Mayne, MF Randolph Géotechnique Letters 2 (4), 209-215, 2012 | 68 | 2012 |
| Settlement prediction for footings on sand B Lehane, J Doherty, JA Schneider Settlement prediction for footings on sand, 133-150, 2008 | 67 | 2008 |
| Geotechnical site characterization in the greater Memphis area using cone penetration tests JA Schneider, PW Mayne, GJ Rix Engineering Geology 62 (1-3), 169-184, 2001 | 65 | 2001 |
| Analysis of piezocone data for displacement pile design JA Schneider University of Western Australia, 2007 | 64 | 2007 |
| Geotechnical engineering circular No. 5 evaluation of soil and rock properties PJ Sabatini, RC Bachus, PW Mayne, JA Schneider, TE Zettler United States. Federal Highway Administration. Office of Bridge Technology, 2002 | 63 | 2002 |
Barry LehaneProfessor, University of Western AustraliaDirección de correo verificada de uwa.edu.au
