| Empirical assessment of the critical time increment in explicit particulate discrete element method simulations M Otsubo, C O'Sullivan, T Shire Computers and Geotechnics 86, 67-79, 2017 | 94 | 2017 |
| Quantitative assessment of the influence of surface roughness on soil stiffness M Otsubo, C O'sullivan, WW Sim, E Ibraim Géotechnique 65 (8), 694-700, 2015 | 76 | 2015 |
| Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus M Otsubo, C O'Sullivan Soils and foundations 58 (3), 602-614, 2018 | 69 | 2018 |
| The influence of particle surface roughness on elastic stiffness and dynamic response M Otsubo, C O'Sullivan, KJ Hanley, WW Sim Géotechnique 67 (5), 452-459, 2017 | 58 | 2017 |
| Reconnaissance of the 2017 Puebla, Mexico earthquake Y Alberto, M Otsubo, H Kyokawa, T Kiyota, I Towhata Soils and foundations 58 (5), 1073-1092, 2018 | 47 | 2018 |
| Shaking table tests on liquefaction mitigation of embedded lifelines by backfilling with recycled materials M Otsubo, I Towhata, T Hayashida, B Liu, S Goto Soils and Foundations 56 (3), 365-378, 2016 | 46 | 2016 |
| Shaking table tests on mitigation of liquefaction vulnerability for existing embedded lifelines M Otsubo, I Towhata, T Hayashida, M Shimura, T Uchimura, B Liu, ... Soils and Foundations 56 (3), 348-364, 2016 | 36 | 2016 |
| Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy T Morimoto, M Otsubo, J Koseki Soils and Foundations 61 (2), 335-351, 2021 | 33 | 2021 |
| Influence of packing density and stress on the dynamic response of granular materials M Otsubo, C O’Sullivan, KJ Hanley, WW Sim Granular Matter 19, 1-18, 2017 | 29 | 2017 |
| Stress wave velocity in soils: Apparent grain-size effect and optimum input frequencies TT Dutta, M Otsubo, R Kuwano, C O'Sullivan Géotechnique Letters 9 (4), 340-347, 2019 | 27 | 2019 |
| Evolution of shear wave velocity during triaxial compression TT Dutta, M Otsubo, R Kuwano, C O'Sullivan Soils and Foundations 60 (6), 1357-1370, 2020 | 26 | 2020 |
| Particle scale analysis of soil stiffness and elastic wave propagation M Otsubo Imperial College London, 2016 | 26 | 2016 |
| Particle-scale insight into soil arching under trapdoor condition U Ali, M Otsubo, H Ebizuka, R Kuwano Soils and Foundations 60 (5), 1171-1188, 2020 | 25 | 2020 |
| CLUMP: a code library to generate universal multi-sphere particles V Angelidakis, S Nadimi, M Otsubo, S Utili SoftwareX 15, 100735, 2021 | 24 | 2021 |
| Using geophysical data to quantify stress transmission in gap-graded granular materials M Otsubo, R Kuwano, C O'Sullivan, T Shire Géotechnique 72 (7), 565-582, 2022 | 20 | 2022 |
| Change in mechanical behaviour of gap-graded soil subjected to internal erosion observed in triaxial compression and torsional shear R Kuwano, LF Santa Spitia, M Bedja, M Otsubo Geomechanics for Energy and the Environment 27, 100197, 2021 | 20 | 2021 |
| Anisotropy of elastic wave velocity influenced by particle shape and fabric anisotropy under K0 condition M Otsubo, J Liu, Y Kawaguchi, TT Dutta, R Kuwano Computers and Geotechnics 128, 103775, 2020 | 20 | 2020 |
| Numerical modelling of rough particle contacts subject to normal and tangential loading S Nadimi, M Otsubo, J Fonseca, C O’Sullivan Granular Matter 21, 1-14, 2019 | 20 | 2019 |
| DEM analysis on the stress wave response of spherical particle assemblies under triaxial compression Y Li, M Otsubo, R Kuwano Computers and Geotechnics 133, 104043, 2021 | 19 | 2021 |
| Discrete element method analysis of small-strain stiffness under anisotropic stress states HC Nguyen, C O'Sullivan, M Otsubo Géotechnique Letters 8 (3), 183-189, 2018 | 19 | 2018 |
