| 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 |
| 岡村未対，松尾修，田村敬一 (2003):長大橋梁基礎の地震時変位量予測, 構造工学論文集, Vol.49A,pp.1229-1236 |
| 谷本俊輔，田村敬一，岡村未対 (2003)：護岸背後の液状化により杭基礎に作用する流動圧に関する振動台実験，土木学会地震工学論文集，Vol.27,
CD-ROM paper No. 339 |
| 井上靖武，落合英俊，松尾修，岡村未対，森昌文 (2004):中間砂層を含む軟弱地盤上の道路盛土の耐震性の検証, 土木学会論文集,
No.757/Ⅲ-66, pp. 139-154 |
| 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 |
| 幸繁宜弘, 岡村未対, 若井明彦, 塩見和利 (2005):複数のFEM プログラムによる解析結果の比較と考察 ～重力式擁壁の動的解析の例～,
土と基礎, Vol.53, No. 8, pp.22-24 |
| 岡村未対 (2005): 山岳盛土擁壁の簡易な耐震性点検法に関する研究, 土木学会地震工学論文集, Vol.28, CD-ROM
paper No.003 |
| 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 |
| 岡村未対 (2006): 空気注入による安価な液状化対策工法, 土と基礎, Vol.54, No. 7, pp. 28-30 |
| 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 |
| 矢田部龍一，稲垣秀輝，岡村未対，ネトラバンダリ (2006): 自然斜面の安定問題における土の強度試験活用の現状と課題，土と基礎,
Vol.54, No. 10, pp. 12-14 |
| 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 |
| 長谷川修一，岡村未対，矢田部龍一，ネトラバンダリー(2007): 南海地震に対する四国地域の地盤防災の現状，土と基礎, Vol.55,
No. 5, pp. 11-13 |
| 矢田部龍一、ネトラ・バンダリー、岡村未対(2007): 蛇紋岩地すべりの発生機構に対する地盤工学的検討, 粘土科学，第46 巻、第１号.
p16-23 |
| 岡村未対(2008)：空気注入による液状化対策の実用化に向けて、基礎工, Vol. 36, No. 1, pp.66-69 |
| 岡村未対・来山博昭(2008)：遠心加速度を利用した飽和模型地盤の作製法と飽和度計測法に関する研究，土木学会論文集，Vol.64,
No.3, DVD-ROM |
| 岡村未対・重松慎哉(2008):山岳道路盛土のブロック積擁壁の地震時安定性評価法，土木学会論文集，Vol.64, No.4, DVD-ROM |
| 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 |
| 今里武彦・武林昌哉・西田克司・藤井直・岡村未対(2009): 空気注入による液状化対策工に対するモニタリング ―三次元比抵抗トモグラフィによる空気注入範囲の可視化―，土と基礎，Vol.
57, No. 5 |
| 岡村未対・武林昌哉・西田克司・藤井直・神宮司元治・今里武彦・安原英明・中川恵美子 (2009)：空気注入による地盤不飽和化の現場実験とそのモニタリング，土木学会論文集C、Vol.65,
No.3, pp.756-766 |
| 林和幸・安原英明・只信紗也佳・岡村未対(2010): 炭酸カルシウム結晶析出による砂の力学特性の改善効果，土木学会論文集C、Vol.
66, No. 1, pp. 31-42 |
| 林和幸・岡村未対・安原英明(2010)：炭酸カルシウム結晶析出による砂の液状化特性の改善効果，地盤工学ジャーナル，Vol.5, No.2,
pp.391-400 |
| 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 |
| 原忠，岡村未対，渦岡良介，石原行博，上野勝利(2012): 2011年東北地方太平洋沖地震における河川堤防の津波による被害の特徴，地盤工学ジャーナル
Vol. 7, No. 1, 253-264. |
| 原忠，大河原正文，岡村未対，渦岡良介，大角恒雄，山中稔，石原行博，常川善弘（2012）東北地方太平洋沖地震による岩手県沿岸中南部の被災の概要，地盤工学ジャーナル
Vol. 7, No. 1, 25-36. |
| 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. |
| 冨田雄一，紙田直充，内田純二，岡本辰也，岡村未対(2014)：液状化対策としての地盤不飽和工法の道路盛土への適用性に関する研究，地盤工学ジャーナル Vol.
9 , No. 3, pp.375-386. |
| 岡村未対・林秀太朗(2014):薄い砂層の液状化判定法に関する研究, 第14回地震工学シンポジウム,pp.2427-2436. |
| 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 |
| Mitsu Okamura (2017): Full scale test on cost effective liquefaction
countermeasure for a highway embankment, Journal of Seismological Research,
Vol. 40, No. 1, pp. 45-51. |
| 岡村未対，小坂佳平 (2017)：高水時の堤防裏法面の滑り領域と破堤危険度評価，河川技術論文集, 第23巻, pp. 393-398. |
| 岡村未対，平尾優太郎，前田健一 (2017)：パイピングにより堤体表面に現れる沈下分布の特徴，河川技術論文集, 第23巻, pp. 399-404. |
| Minson Simatupang and Mitsu Okamura (2017): Liquefaction resistance
of sand remediated with carbonate precipitation at different degrees of
saturation during, Soils and foundations. Vol. 57, No. 4, pp. 619-631. |
| 林和幸，岡村未対，安原英明，Minson Simatupang (2018)：炭酸カルシウム結晶析出時の飽和度が改良砂の液状化強度特性に及ぼす影響，土木学会論文集C,
Vol.74, No.2, pp. 164-176. |
| Minson, S., Okamura, M., H. Hayashi and H. Yasuhara (2018): Small-strain
shear modulus and liquefaction resistance of sand with carbonate precipitation,
International Journal of Soil Dynamics and Earthquake Engineering, Vol.
115, pp. 710-718, https://doi.org/10.1016/j.soildyn.2018.09.027 |
| Mitsu Okamura, Fred Nelson and Shota Watanabe (2018): Pre-shaking
effects on volumetric strain and cyclic strength of sand and comparison
to unsaturated soils, International Journal of Soil Dynamics and Earthquake
Engineering, Vol. 124, pp. 307-316, https://doi.org/10.1016/j.soildyn.2018.04.046 |
| 岡村未対，今村衛，陣内尚子，小野耕平，山本卓男，鎌田卓 (2018): 堤体表面沈下分布と貫入試験によるパイピング緩み領域の把握，河川技術論文集,
第24巻, pp. 529-534. |
| Sjafruddin Asri Nurani, Okamura Mitsu (2018): Ehime University Experiments,
in PRJ-1843: LEAP-UCD-2017, PRJ-1843: LEAP-UCD-2017 Experiments (Liquefaction
Experiments and Analysis Projects), doi:10.17603/DS2CH6T |
| 小野耕平，Utari Sriwijaya Minaka，岡村未対 (2019): グラベルドレーンによる水圧消散効果に関する動的遠心模型実験，地震工学会論文集，19巻，6号，pp.6_68-6_75. |
| 岡村未対，前田健一，西村柾哉，高辻理人，石原雅規，品川俊介，今村衛 (2019)：北川で繰返し発生した陥没を伴う噴砂の詳細メカニズム調査，河川技術論文集, 第25巻, pp.487-492. |
| 前田健一，岡村未対，石原雅規，新清晃，上野俊幸，西村柾哉，高辻理人，品川俊介，笹岡信吾 (2019)：北川で繰返し発生した噴砂による堤内・裏法尻箇所のゆるみ調査，河川技術論文集,
第25巻, pp.535-540. |
| Nelson Fred and Mitsu Okamura (2019): Influence of strain histories
on liquefaction resistance of sand, Soils and Foundations, Vol. 59, No.
5, pp.1481-1495. , https://doi.org/10.1016/j.sandf.2019.06.011 |
| 今村衛，岡村未対，露口祐輔 (2020)：高水時のパイピング進展による堤体変形挙動の遠心模型実験，河川技術論文集, 第26巻, pp.473-478. |
| 岡村未対，陣内尚子，小野哲治，大薮剛士 (2020)：2018年7月高水で肱川堤防に生じたパイピングの進展度調査，土木学会論文集C,
Vol.76, No.4, pp.363-373. |
| 泉典洋，前田健一，岡村未対 (2020)：簡易なモデルを用いた複層状堤防周辺地盤の浸透流解析，土木学会論文集B1, Vol.76,
No.2, pp.I_325-I_335. |
| Mitsu Okamura, Kohei Ono, Utari S. Minaka, Ardy Arsyad and
Sukiman Nurdin (2020): Large scale flowslide in Sibalaya caused by the
2018 Sulawesi earthquake, Soils and Foundations, Vol. 60, No. 4, pp.1050-1063.
, https://doi.org/10.1016/j.sandf.2020.03.016 |
