| Cyclic shear response of fine-grained mine tailings D Wijewickreme, MV Sanin, GR Greenaway Canadian Geotechnical Journal 42 (5), 1408-1421, 2005 | 152 | 2005 |
| Cyclic loading response of loose air-pluviated Fraser River sand for validation of numerical models simulating centrifuge tests D Wijewickreme, S Sriskandakumar, P Byrne Canadian Geotechnical Journal 42 (2), 550-561, 2005 | 136 | 2005 |
| Response of buried steel pipelines subjected to relative axial soil movement D Wijewickreme, H Karimian, D Honegger Canadian Geotechnical Journal 46 (7), 735-752, 2009 | 135 | 2009 |
| A laboratory investigation of the dynamic properties of tailings M James, M Aubertin, D Wijewickreme, GW Wilson Canadian Geotechnical Journal 48 (11), 1587-1600, 2011 | 112 | 2011 |
| Cyclic shear response of channel-fill Fraser River Delta silt MV Sanin, D Wijewickreme Soil Dynamics and Earthquake Engineering 26 (9), 854-869, 2006 | 98 | 2006 |
| Design and evaluation of mixtures of mine waste rock and tailings BE Wickland, GW Wilson, D Wijewickreme, B Klein Canadian Geotechnical Journal 43 (9), 928-945, 2006 | 95 | 2006 |
| Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses HT Eid, RS Amarasinghe, KH Rabie, D Wijewickreme Canadian Geotechnical Journal 52 (2), 198-210, 2015 | 66 | 2015 |
| Hydraulic conductivity and consolidation response of mixtures of mine waste rock and tailings BE Wickland, GW Wilson, D Wijewickreme Canadian Geotechnical Journal 47 (4), 472-485, 2010 | 54 | 2010 |
| Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand S Northcutt, D Wijewickreme Canadian Geotechnical Journal 50 (5), 457-466, 2013 | 51 | 2013 |
| Postcyclic reconsolidation strains in low-plastic Fraser River silt due to dissipation of excess pore-water pressures D Wijewickreme, MV Sanin Journal of geotechnical and geoenvironmental engineering 136 (10), 1347-1357, 2010 | 50 | 2010 |
| Is P-wave velocity an indicator of saturation in sand with viscous pore fluid? E Naesgaard, PM Byrne, D Wijewickreme International Journal of Geomechanics 7 (6), 437-443, 2007 | 48 | 2007 |
| Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses HT Eid, KH Rabie, D Wijewickreme Engineering Geology 204, 94-107, 2016 | 46 | 2016 |
| Mobilization of soil loads on buried, polyethylene natural gas pipelines subject to relative axial displacements L Weerasekara, D Wijewickreme Canadian Geotechnical Journal 45 (9), 1237-1249, 2008 | 46 | 2008 |
| Some observations on the state of stress in the direct simple shear test using 3D discrete element analysis D Wijewickreme, A Dabeet, P Byrne Geotechnical Testing Journal 36 (2), 292-299, 2013 | 44 | 2013 |
| Response of natural fine-grained soils for seismic design practice: A collection of research findings from British Columbia, Canada D Wijewickreme, A Soysa, P Verma Soil Dynamics and Earthquake Engineering 124, 280-296, 2019 | 42 | 2019 |
| Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part I: Monotonic shear response A Khalili, D Wijewickreme, GW Wilson Canadian Geotechnical Journal 47 (5), 552-565, 2010 | 41 | 2010 |
| Seismic vulnerability assessment and retrofit of a major natural gas pipeline system: a case history D Wijewickreme, D Honegger, A Mitchell, T Fitzell Earthquake spectra 21 (2), 539-567, 2005 | 40 | 2005 |
| Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part II: Undrained cyclic and post-cyclic shear response D Wijewickreme, A Khalili, GW Wilson Canadian Geotechnical Journal 47 (5), 566-582, 2010 | 34 | 2010 |
| Seismic risk assessment for oil and gas pipelines DG Honegger, D Wijewickreme Handbook of seismic risk analysis and management of civil infrastructure …, 2013 | 32 | 2013 |
| Experimental observations on the response of loose sand under simultaneous increase in stress ratio and rotation of principal stresses D Wijewickreme, YP Vaid Canadian Geotechnical Journal 45 (5), 597-610, 2008 | 32 | 2008 |
