Original Papers- KAZAMA Motoki -
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[2020]
1.2018年北海道胆振東部地震で被害を受けた火山灰質土の物理特性および力学特性.[土木学会論文集 A1特別号(地震工学論文集),76(4),(2020),(掲載予定)-]緑川 雄介, 海野 寿康, 加村 晃良, 仙頭 紀明, 風間 基樹
2.Undrained cyclic simple shear simulation of liquefiable granular particles subjected to large shear strains up to 100% by 3D DEM.[8th Japan-China Geotechnical Symposium,(2020),-(accepted)]Mingjin Jiang, Akiyoshi Kamura, Motoki Kazama
3.Assessment of stiffness degradation of soil by in-situ cyclic loading using pressuremeter.[6th International Conference on Geotechnical and Geophysical Site Characterization,(2020),-(accepted)]Akiyoshi Kamura, Motoki Kazama
[2019]
4.Numerical study on liquefaction caused by Love wave strain condition by 3D Discrete Element Method.[Geotechnics for Sustainable Infrastructure Development,(2019),1073-1080]Mingjin Jiang, Akiyoshi Kamura, Motoki Kazama
5.2016年熊本地震で被害を受けた宅地地盤における火山灰質粘性土の地震時挙動に及ぼす初期せん断ならびに地震動履歴の影響.[日本地震工学会論文集,19(6),(2019),6_1-6_15]泉谷聡志, 加村晃良, 金鍾官, 佐藤真吾, 風間基樹
6.原位置サンプリング試料を用いた非排水繰返し三軸試験結果のばらつきと信頼性について.[日本地震工学会論文集,19(5),(2019),5_77-5_87]山口輝大, 加村晃良, 金鍾官, 風間基樹
7.Comparative study of liquefaction and post-liquefaction properties of original and reconstituted soil of a hydraulic fill sampled from a reclaimed site.[Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions – Silvestri & Moraci (Eds),(2019),1001-1008]S. Addou, A. Kamura, J. Kim, M. Kazama
8.Seismic shear behavior of clayey volcanic soil in residential area damaged by the 2016 Kumamoto earthquakes in Japan.[Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions – Silvestri & Moraci (Eds),(2019),3094-3101]S. Izumiya, A. Kamura, M. Kazama, J. Kim, S. Sato
9.Comparative study of liquefaction and post-liquefaction properties of original and reconstituted soils of a hydraulic fill sampled from a specific reclaimed site.[Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions,(2019),1001-1008]S. Addou, A. Kamura, M. Kazama & J.Kim
10.An experimental study of cyclic mobility and shear strain history depended on liquefaction of sense sandy ground using a shaking table.[Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions,(2019)]K.Sato, I. Kato, M. Soejima, T. Kawai & M. Kazama
11.Proposal of torsional hollow cylindrical test data utilization methods for validation of liquefaction analysis.[T. Kawai, M. Kazama, M.Tomita & J.Kim,(2019),3226-3233]T. Kawai, M. Kazama, M.Tomita & J.Kim
12.Seismic behavior of clayey volcanic soil in residential area damaged by the 2016 Kumamoto earthquake in Japan.[Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions,(2019),3094-3101]S. Izumiya, A.Kamura, M. Kazama & J. Kim
13.Case study of highway slope damage caused by heavy rail and its characteristics in Tohoku region.[土木学会論文集C(地圏工学),75(2),(2019),198-215]長尾和之, 澤野幸輝, 松﨑孝汰, 風間基樹, 河井正, 加村晃良
14.Cut slope damage of expressway caused by heavy rainfall in Tohoku district, Japan.[Proc. of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering,(2019),USB (ATC3-004_ATC3-4)-]Natsumi Haga, Motoki Kazama, Akiyoshi Kamura, Kazuyuki Nagao, Manabu Usami, Koki Sawano
[2018]
15.細粒分を含む締固めた砂質土の土粒子流出特性に関する実験的研究.[地盤工学ジャーナル,13(4),(2018),309-318]河井 正, 高木聖人, 金 鍾官, 風間基樹
10.3208/jgs.13.309
16.縦打ち補強土工法を適用した実大試験盛土の力学挙動と補強効果.[地盤工学ジャーナル,13(4),(2018),249-267]加村晃良, 風間基樹, 河井 正, 金 鍾官, 熊田哲規, 疋田信晴, 小西成治
10.3208/jgs.13.249
17.SUBJECTS OF THE LIQUEFACTION RESEARCH SEEN TO THE LIQUEFACTION DAMAGE OF THE GREAT EAST JAPAN EARTHQUAKE DISASTER.[Journal of Japan Association for Earthquake Engineering,18(3),(2018),26-39]Motoki KAZAMA, Tadashi KAWAI, Tomohiro MORI, Jongkwan KIM and Tomohiro YAMAZAKI
10.5610/jaee.18.3_26
18.Development of Three-Dimensional Soil-Amplification Analysis Method for Screening for Seismic Damage to Buried Water-Distribution Pipeline Networks.[Geosciences,8,(2018),170-]Kohei Fujita, Tsuyoshi Ichimura, Motoki Kazama, Susumu Ohno, Shingo Sato
19.Development of three-dimensional soil-amplification analysis method for screening for seimic damage to buried water –distribution pipeline networks.[Geosciences,8(8),(2018)]Kohei, Fujita, Ttsuyoshi, Ichimura, Motoki Kazama, Susumu Ohno and Shingo Sato
10.3390/geosciences8050170
[2017]
20.Laboratory testing procedure to assess post-liquefaction deformation potential.[SOILS AND FOUNDATIONS,57(6),(2017),905-919]Jongkwan Kim, Tadashi Kawai, Motoki Kazama
10.1016/j.sandf.2017.10.001
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