| Mitsu Okamura, Tarek Abdoun, Ricardo Dobry, Michael Sharp and Victor Taboada (2001): Effects of sand permeability and weak aftershocks on earthquake-induced lateral spreading, Soils and Foundations, Vol. 41, No. 6, pp. 63-78 |
| Mitsu Okamura and Osamu Matsuo (2002): A displacement prediction method for retaining wall, Soils and Foundations, Vol. 42, No. 1, pp. 131-138 |
| Mitsu Okamura, Atsunori Mihara, Jiro Takemura and Jiro Kuwano (2002): Effects of footing size and aspect ratio on the bearing capacity of sand subjected to eccentric loading, Soils and Foundations, Vol. 42, No. 4, pp. 43-56 |
| Mitsu Okamura and Osamu Matsuo(2002): Effects of remedial measures for mitigating embankment settlement due to foundation liquefaction, International Journal of Physical Modelling in Geotechnics, Vol. 2, No. 2, pp. 1-12 |
| Mitsu Okamura, and Keiichi Tamura (2004): Prediction Method for Liquefaction-induced Settlement of Embankment with Remedial Measure by Deep Mixing Method, Soils and Foundations, Vol. 44 No. 4, pp. 53-65 |
| Mitsu Okamura and Taiji Teraoka (2005): Shaking table tests to investigate soil desaturation as a liquefaction countermeasure, ASCE Geotechnical Special Publication, No.145, Seismic performance and simulation of pile foundations in liquefied and laterally spreading ground, pp. 282-293 |
| Mitsu Okamura, Masanori Ishihara and Keiichi Tamura (2006): Liquefied Soil Pressures on Vertical Walls With Adjacent Embankments, International Journal of Soil Dynamics and Earthquake Engineering, Vol. 26, No. 2-4, pp. 265-274 |
| Mitsu Okamura, Masanori Ishihara and Keiichi Tamura (2006): Degree of Saturation and Liquefaction Resistances of Sand Improved with SCP, Journal of Geotechnical and Geoenvironmental Engineering, Proc. ASCE, Vol. 132 , No. 2, pp. 258-264 |
| Mitsu Okamura and Yasumasa Soga (2006): Effect on liquefaction resistance of volumetric strain of pore fluid, Soils and Foundation, Vol. 46, No. 5, pp. 703-708 |
| Mitsu Okamura (2007): A simple method for evaluating seismic failure potential of retaining walls on slopes, Journal of Structural Engineering/Earthquake Engineering, Japan Society of Civil Engineer, Vol. 24, No.1 |
| Hideaki Yasuhara, Mitsu Okamura, Yoshinori Kochi(2008): Experiments and Predictions of Soil Desaturation by Air-Injection Technique and the Implications Mediated by Multiphase Flow Simulation, Soils and Foundations, Vol. 48, No.6, pp. 791-804 |
| Mitsu Okamura and Kohei Noguchi (2009): Liquefaction Resistance of Unsaturated Non-plastic Silt, Soils and Foundations, Vol. 49, No. 2 pp.221-229 |
| S. Yasuda, R. Verdugo, K. Konagai, T. Sugano, F. Villaobos, M. Okammura, T.Tobita, A. Torres, I. Towhata (2010): Geotechnical damage caused by the 2010 Chile Maule, Chile earthquake, ISSMGE Bulletin Vol. 4, Issue 2, pp. 15-26. |
| M. Okamura and T. Inoue (2010): Preparation of fully saturated model ground, Proc. Int. Conf. Physical Modelling in Geotechnics, Vol. 1, 147-152. |
| A. Elgamal, A.B. Huang and M. Okamura (2010): Recent trends in geotechnical earthquake engineering experimentation, Proc. Int. Conf. Physical Modelling in Geotechnics, Vol. 1, pp. 23-44. Keynote lecture |
| Masaki Kitazume and Mitsu Okamura (2010): Soil improvement, Soils and Foundations, Vol. 50, No. 6, pp.965-975. |
| Mitsu Okamura, Masaya Takebayashi, Katsuji Nishida, Nao Fujii, Motoharu Jinguji, Takehiko Imasato, Hideaki Yasuhara, and Emiko Nakagawa (2011):In-Situ Desaturation Test by Air Injection and Its Evaluation through Field Monitoring and Multiphase Flow Simulation, Journal of Geotechnical and Geoenvironmental Engineering, Proc. ASCE, Vol. 137, No. 7, pp.643-652. |
| Mitsu Okamura and Shuji Tamamura (2011): Seismic stability of embankment on soft soil deposit, Int. J. Physical Modelling in Geotechnics, Vol. 11, No.2, pp. 1-8. |
| Yasuhara, H., Hayashi, K. and Okamura, M. (2011): Evolution in Mechanical and Hydraulic Properties of Calcite‐Cemented Sand Mediated by Biocatalyst , Proc. Geo‐Frontiers 2011: Advances in Geotechnical Engineering, |
| R.P. Orense, T. Kiyota, Yamada, Y. Hosono, M. Okamura and S. Yasuda (2011): Comparison of liquefaction features observed during the 2010 and 2011 Canterbury earthquakes, Seismological Research Letters, Seismological Society of America, Vol. 82, No. 6, pp. 822-835 |
| Ikuo Towhata, Mitsu Okamura and Hirohumi Toyota (2011): Visit of ATC3 committee on slope instability sites in Bhutan, ISSMGE Bulletin, Vol. 5, Issue 5, pp. 20-31. |
| Mitsu Okamura and Toshiyuki Inoue (2012): Preparation of fully saturated models for liquefaction study, Int. J. Physical Modelling in Geotechnics, Vol. 12, No. 1, pp. 39-46 |
| Hideaki Yasuhara, Debendra Neupane, Kazuyuki Hayashi, Mitsu Okamura (2012): Experiments and Predictions of Physical Properties of Sand Cemented by Enzymatically-Induced Carbonate Precipitation, Soils and Foundations, Volume 52, Issue 3, pp.539-549. |
| Mitsu Okamura, Shuji Tamamura, Rikuto Yamamoto (2013), Seismic stability of embankments subjected to pre-deformation due to foundation consolidation, Soils and Foundations, Volume 53, Issue 1, pp.11-22 |
| Tomida, Y and Okamura, M (2013): Verification of desaturation technique as a liquefaction countermeasure for existing embankments, International Journal of Landslide and Environment Vol. 1, No. 1, pp. 111-112. |
| Marasini N. P. and Okamura M (2013): Liquefaction potential analysis and probable remedial measure for existing structure in Kathmandu Valley, International Journal of Landslide and Environment Vol. 1, No. 1, pp. 59-60. |
| M. Okamura and S. Hayashi (2014): Damage to river levees by the 2011 Off the Pacific Coast Tohoku earthquake and prediction of liquefaction in levees, Geotechnics for Catastrophic Flooding Events, Taylor & Francis Group, ISBN 978-1-138-02709-1, pp. 57- 67 (Keynote Lecture) |
| Narayan Marasini and Mitsu Okamura (2014): Numerical simulation of centrifuge tests on seismic behavior of residential building on liquefiable foundation soil. Proc. Computer Methods and Recent Advances in Geomechanics, Taylor & Francis Group, ISBN 978-1-138-00148-0, pp. 847- 852. |
| Narayan P. Marasini and Mitsu Okamura(2015): Liquefaction Potential Analysis and Possible Remedial Measure for Existing Structure in Kathmandu Valley, International Journal of Landslide and Environment, Vol.2, No.2&3, pp.32-44 |
| Narayan Marasini and Mitsu Okamura (2015): Air injection to mitigate liquefaction for under existing structures, Int. J. Physical Modelling in Geotechnics, Vol. 15,Issure3,pp.129-140 |
| Mitsu Okamura, Netra P. Bhandary, Shinichiro Mori, Narayan Marasini, Hemanta Hazarika(2015):Report on a reconnaissance survey of damage in Kathmandu caused by the 2015 Gorkha Nepal earthquake,Soil and Foundation, Vol.55, Issue5, pp.1015-1029 |
| Narayan Prasad Marasini, Mitsu Okamura(2015):Numerical simulation of centrifuge tests to evaluate the performance of desaturation by air injection on liquefiable foundation soil of light structures,Soil and Foundation, Vol.55, Issue6, pp.1388-1399 |