| Geotechnical reconnaissance of the 2010 Darfield (New Zealand) earthquake M Cubrinovski, R Green, J Allen, S Ashford, E Bowman, B Bradley, B Cox, ... University of Canterbury. Civil and Natural Resources Engineering, 2010 | 192 | 2010 |
| Instrumented model slope failure due to water seepage RP Orense, S Shimoma, K Maeda, I Towhata Journal of Natural Disaster Science 26 (1), 15-26, 2004 | 174 | 2004 |
| Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil I Towhata, W Vargas-Monge, RP Orense, M Yao Soil Dynamics and Earthquake Engineering 18 (5), 347-361, 1999 | 162 | 1999 |
| Lateral spreading and its impacts in urban areas in the 2010–2011 Christchurch earthquakes M Cubrinovski, K Robinson, M Taylor, M Hughes, R Orense New Zealand Journal of Geology and Geophysics 55 (3), 255-269, 2012 | 119 | 2012 |
| Seismic response characteristics of saturated sand deposits mixed with tire chips T Kaneko, RP Orense, M Hyodo, N Yoshimoto Journal of geotechnical and geoenvironmental engineering 139 (4), 633-643, 2013 | 111 | 2013 |
| Relationship between observed liquefaction at Kaiapoi following the 2010 Darfield earthquake and former channels of the Waimakariri River LM Wotherspoon, MJ Pender, RP Orense Engineering Geology 125, 45-55, 2012 | 90 | 2012 |
| Shear behavior of methane hydrate-bearing sand M Hyodo, Y Nakata, N Yoshimoto, R Orense ISOPE International Ocean and Polar Engineering Conference, ISOPE-I-07-428, 2007 | 89 | 2007 |
| Comparison of liquefaction features observed during the 2010 and 2011 Canterbury earthquakes RP Orense, T Kiyota, S Yamada, M Cubrinovski, Y Hosono, M Okamura, ... Seismological Research Letters 82 (6), 905-918, 2011 | 83 | 2011 |
| Study on wall-type gravel drains as liquefaction countermeasure for underground structures RP Orense, I Morimoto, Y Yamamoto, T Yumiyama, H Yamamoto, ... Soil Dynamics and Earthquake Engineering 23 (1), 19-39, 2003 | 82 | 2003 |
| Undrained cyclic shear properties of tire chip-sand mixtures M Hyodo, S Yamada, R Orense, M Okamoto, H Hazarika Proceedings of the international workshop on scrap tire derived geomaterials …, 2007 | 69 | 2007 |
| Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction I Towhata, RP Orense, H Toyota Soils and Foundations 39 (2), 1-19, 1999 | 69 | 1999 |
| Undrained torsional shear tests on gravelly soils K Kuenza, I Towhata, RP Orense, TH Wassan Landslides 1, 185-194, 2004 | 64 | 2004 |
| Back analyses of rainfall-induced slope failure in Northland Allochthon formation SJ Harris, RP Orense, K Itoh Landslides 9, 349-356, 2012 | 62 | 2012 |
| Deformation behavior of sandy slopes during rainwater infiltration R Orense, K Farooq, I Towhata Soils and Foundations 44 (2), 15-30, 2004 | 60 | 2004 |
| Mechanism of improvement of biochar on shear strength and liquefaction resistance of sand GS Pardo, AK Sarmah, RP Orense Géotechnique 69 (6), 471-480, 2019 | 56 | 2019 |
| Strain-dependent dynamic properties of remolded sand-clay mixtures S Yamada, M Hyodo, RP Orense, SV Dinesh, T Hyodo Journal of Geotechnical and Geoenvironmental Engineering 134 (7), 972-981, 2008 | 54 | 2008 |
| Assessment of liquefaction potential based on peak ground motion parameters RP Orense Soil Dynamics and Earthquake Engineering 25 (3), 225-240, 2005 | 54 | 2005 |
| Geotechnical characterization of Christchurch strong motion stations LM Wotherspoon, R Orense, B Bradley, BR Cox, C Wood, RA Green University of Canterbury. Civil and Natural Resources Engineering, 2013 | 51 | 2013 |
| Liquefaction characteristics of pumice sands RP Orense, MJ Pender, AS O'Sullivan Earthquake Commission, 2012 | 50 | 2012 |
| Effect of initial relative density on the post-liquefaction behaviour of sand M Rouholamin, S Bhattacharya, RP Orense Soil Dynamics and Earthquake Engineering 97, 25-36, 2017 | 49 | 2017 |
Michael PenderProfessor of Geotechnical Engineering, Department of Civil & Environmental Engineering, University of Auckland在 aucklanduni.ac.nz 的电子邮件经过验证
