Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation H Yasuhara, D Neupane, K Hayashi, M Okamura Soils and Foundations 52 (3), 539-549, 2012 | 407 | 2012 |
Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand M Okamura, Y Soga Soils and Foundations 46 (5), 695-700, 2006 | 291 | 2006 |
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 | 197 | 2010 |
In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation M Okamura, M Takebayashi, K Nishida, N Fujii, M Jinguji, T Imasato, ... Journal of Geotechnical and Geoenvironmental Engineering 137 (7), 643-652, 2011 | 175 | 2011 |
Degree of saturation and liquefaction resistances of sand improved with sand compaction pile M Okamura, M Ishihara, K Tamura Journal of geotechnical and geoenvironmental engineering 132 (2), 258-264, 2006 | 158 | 2006 |
Bearing capacity predictions of sand overlying clay based on limit equilibrium methods M Okamura, J Takemura, T Kimura Soils and Foundations 38 (1), 181-194, 1998 | 128 | 1998 |
Centrifuge model tests on bearing capacity and deformation of sand layer overlying clay M Okamura, J Takemura, T Kimura Soils and foundations 37 (1), 73-88, 1997 | 108 | 1997 |
Liquefaction resistance of sand remediated with carbonate precipitation at different degrees of saturation during curing M Simatupang, M Okamura Soils and foundations 57 (4), 619-631, 2017 | 103 | 2017 |
Evolution in mechanical and hydraulic properties of calcite-cemented sand mediated by biocatalyst H Yasuhara, K Hayashi, M Okamura Geo-Frontiers 2011: Advances in Geotechnical Engineering, 3984-3992, 2011 | 92 | 2011 |
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 | 85 | 2011 |
Shaking table tests to investigate soil desaturation as a liquefaction countermeasure M Okamura, T Teraoka Seismic Performance and simulation of pile foundations in liquefied and …, 2006 | 84 | 2006 |
Preparation of fully saturated models for liquefaction study M Okamura, T Inoue International Journal of Physical Modelling in Geotechnics 12 (1), 39-46, 2012 | 78 | 2012 |
Liquefaction resistances of unsaturated non-plastic silt M Okamura, K Noguchi Soils and Foundations 49 (2), 221-229, 2009 | 78 | 2009 |
Device for saving and restoring register information T Matoba, T Aikawa, M Okamura, K Maeda, M Saito US Patent 5,021,993, 1991 | 70 | 1991 |
Liquefaction resistance of sand deposit improved with sand compaction piles M Okamura, M Ishihara, T Oshita Soils and Foundations 43 (5), 175-187, 2003 | 69 | 2003 |
Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation M Simatupang, M Okamura, K Hayashi, H Yasuhara Soil Dynamics and Earthquake Engineering 115, 710-718, 2018 | 65 | 2018 |
Report on a reconnaissance survey of damage in Kathmandu caused by the 2015 Gorkha Nepal earthquake M Okamura, NP Bhandary, S Mori, N Marasini, H Hazarika Soils and Foundations 55 (5), 1015-1029, 2015 | 65 | 2015 |
Effects of sand permeability and weak aftershocks on earthquake-induced lateral spreading M Okamura, TH Abdoun, R Dobry, MK Sharp, VM Taboada Soils and Foundations 41 (6), 63-77, 2001 | 64 | 2001 |
LEAP-UCD-2017 comparison of centrifuge test results BL Kutter, TJ Carey, N Stone, BL Zheng, A Gavras, MT Manzari, M Zeghal, ... Model tests and numerical simulations of liquefaction and lateral spreading …, 2020 | 54 | 2020 |
Effects of footing size and aspect ratio on the bearing capacity of sand subjected to eccentric loading M Okamura, A Mihara, J Takemura, J Kuwano Soils and Foundations 42 (4), 43-56, 2002 | 53 | 2002 |