| Barrier systems for waste disposal facilities JR Booker, R Brachman, RM Quigley, RK Rowe Crc Press, 2004 | 693 | 2004 |
| Estimating liquefaction-induced ground settlements from CPT for level ground G Zhang, PK Robertson, RWI Brachman Canadian Geotechnical Journal 39 (5), 1168-1180, 2002 | 490 | 2002 |
| Estimating liquefaction-induced lateral displacements using the standard penetration test or cone penetration test G Zhang, PK Robertson, RWI Brachman Journal of Geotechnical and Geoenvironmental Engineering 130 (8), 861-871, 2004 | 302 | 2004 |
| Evaluation of side wall friction for a buried pipe testing facility AR Tognon, RK Rowe, RWI Brachman Geotextiles and Geomembranes 17 (4), 193-212, 1999 | 156 | 1999 |
| Factors affecting GCL hydration under isothermal conditions MT Rayhani, RK Rowe, RWI Brachman, WA Take, G Siemens Geotextiles and Geomembranes 29 (6), 525-533, 2011 | 138 | 2011 |
| The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes RWI Brachman, ID Moore, RK Rowe Canadian Geotechnical Journal 37 (2), 281-295, 2000 | 114 | 2000 |
| Gravel contacts and geomembrane strains for a GM/CCL composite liner RWI Brachman, S Gudina Geotextiles and Geomembranes 26 (6), 448-459, 2008 | 93 | 2008 |
| Antioxidant depletion from a high density polyethylene geomembrane under simulated landfill conditions RK Rowe, MZ Islam, RWI Brachman, DN Arnepalli, AR Ewais Journal of Geotechnical and Geoenvironmental Engineering 136 (7), 930-939, 2010 | 92 | 2010 |
| Quantifying geomembrane wrinkles using aerial photography and digital image processing WA Take, MJ Chappel, RWI Brachman, RK Rowe Geosynthetics International 14 (4), 219-227, 2007 | 84 | 2007 |
| Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner RWI Brachman, S Gudina Geotextiles and Geomembranes 26 (6), 488-497, 2008 | 82 | 2008 |
| Assessment of alternative protection layers for a geomembrane–geosynthetic clay liner (GM–GCL) composite liner S Dickinson, RWI Brachman Canadian Geotechnical Journal 45 (11), 1594-1610, 2008 | 81 | 2008 |
| Brittle rupture of an aged HPDE geomembrane at local gravel indentations under simulated field conditions FB Abdelaal, RK Rowe, RWI Brachman Geosynthetics International 21 (1), 1-23, 2014 | 80 | 2014 |
| Assessment of equivalence of composite liners RK Rowe, RWI Brachman Geosynthetics International 11 (4), 273-286, 2004 | 77 | 2004 |
| Three-dimensional analysis of flexible circular culverts ID Moore, RW Brachman Journal of geotechnical engineering 120 (10), 1829-1844, 1994 | 75 | 1994 |
| Field study of wrinkles in a geomembrane at a composite liner test site RK Rowe, MJ Chappel, RWI Brachman, WA Take Canadian Geotechnical Journal 49 (10), 1196-1211, 2012 | 71 | 2012 |
| Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel S Dickinson, RWI Brachman Geotextiles and Geomembranes 24 (5), 285-298, 2006 | 71 | 2006 |
| Physical response of geomembrane wrinkles overlying compacted clay S Gudina, RWI Brachman Journal of Geotechnical and Geoenvironmental Engineering 132 (10), 1346-1353, 2006 | 68 | 2006 |
| Antioxidant depletion of HDPE geomembrane with sand protection layer RK Rowe, FB Abdelaal, RWI Brachman Geosynthetics International 20 (2), 73-89, 2013 | 64 | 2013 |
| Large-scale quantification of wrinkles in a smooth black HDPE geomembrane MJ Chappel, RWI Brachman, WA Take, RK Rowe Journal of Geotechnical and Geoenvironmental Engineering 138 (6), 671-679, 2012 | 64 | 2012 |
| The performance of a laboratory facility for evaluating the structural response of small-diameter buried pipes RWI Brachman, ID Moore, RK Rowe Canadian Geotechnical Journal 38 (2), 260-275, 2001 | 62 | 2001 |
