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件数:44件
[2018]
1.[] SUBJECTS OF THE LIQUEFACTION RESEARCH SEEN TO THE LIQUEFACTION DAMAGE OF THE GREAT EAST JAPAN EARTHQUAKE DISASTER.[JAEE,18(3),(2018)]Motoki Kazama, Tadashi Kawai,Tomohiro MORI, and Jongkwan KIM, and Tomoya, YAMAZAKI
[2017]
2.[] Laboratory testing procedure to assess post-liquefaction deformation potential.[Soils and Foundations,57(6),(2017),905-919]Jongkwan Kim, Tadashi Kawai and Motoki Kazama
3.[] 開口のある地中箱型構造物の地震時作用荷重および変形-遠心力模型振動実験による三次元振動実験による三次元地震時挙動の評価.[地盤工学ジャーナル,12(3),(2017),323-336]永井秀樹,河井正,風間基樹,堤内隆広,樋口俊一
4.[] 地中箱型構造物の三次元性を考慮したせん断壁の面内せん断変形角による耐震性能照査手法.[土木学会論文集 A1(構造・地震工学),73(2),(2017),483-495]永井秀樹,河井正,風間基樹,渡辺伸和
5.[] Numerical Study on the Design of Reinforced Soil by Vertical Micropiles.[Geotechnical Engineering Journal of the SEAGS & AGSSEA,48(4),(2017),10-18]Kamura, J. Kim, T. Kawai, Motoki Kazama, N. Hikita and S. Konishi
[2015]
6.[] The geotechnical issues of the damage caused by the Great East Japan Disaster and reconstruction for the Tohoku region.[The 15th ARC,(2015),ATC1-3-02-]M.Kazama, T.Kawai, K.Jongkwan and T.Mori
7.[] Consideration on evaluation of seismic slope stability based on shaking table model test.[The 15th ARC,(2015),JPN-100-]S.Nakajima, K.Watanabe, M.Shinoda, K.Abe, S.Nakamura, T.Kawai and H.Nakamura
8.[] Study on evaluation of behavior for slope stability and failure during earthquake for using seismic risk of NPP.[Structural Mechanics in Reactor Technology,(2015)]S.Nakamura, K.Abe, M.Shinoda, T.Kawai
9.[] Dynamic behavior of slope models with various slope inclinations.[Soils and foundations,55(1),(2015),127-142]M.Shinoda, K.Watanabe, T.Sanagawa, K.Abe, H.Nakamura, T.Kawai and S.Nakamura
[2014]
10.[] Evaluation of seismic behavior of model earth dams in geotechnical centrifuge.[The 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics (14th ICIACMAG),(2014)]T. Kawai,M. Ishimaru,T. Noda
11.[] The next-generation risk assessment method about the effect of a slope and foundation ground a facility in a nuclear power plant.[Int. Conf. of PSAM12,(2014)]S. Nakamura, I. Yoshida, M. Shinoda, T. Kawai, H. Nakamura and M. Murata
[2013]
12.[] Scale modeling in the geotechnical engineering field.[Seventh International Symposium on Scale Modeling (ISSM-7),(2013)]Tadashi Kawai
[2012]
13.[] Numerical simulation of landslides after slope failure using MPM with SYS-Cam-clay model in shaking table test.[Proc. of 15th World Conference of Earthquake Engineering,(2012)]K.Abe, M.Shinoda, K.Watanabe, T.Sanagawa, S.Nakajima, S.Nakamura, T.Kawai, M.Murata, H.Nakamura
[2011]
14.[] 遠心力模型実験による岩盤斜面の地震時安定性評価に関する基礎検討.[土木学会論文集C(地圏工学),(67),(2011),6-49]石丸真,河井正
15.[] 3次元個別要素法による地震時斜面崩壊後の岩塊群の到達距離に関する基礎的検討.[第13回日本地震工学シンポジウム,(2011),3010-3015]石丸真,栃木 均,河井正,吉田郁政,中瀬 仁,岩本哲也
16.[] 原子力発電所周辺斜面の耐震性評価への変形照査導入に向けた基礎的検討.[電力土木,(352),(2011),83-87]河井正,石丸真
17.[] Centrifuge model test on earthquake-induced failure behaviour of slope in discontinuous rock mass.[12th International Congress on Rock Mechanics (ISRM 2011),(2011),1919-1922]M. Ishimaru and T. Kawai
[2010]
18.[] SIMULATION OF LANDSLIDES AFTER SLOPE FAILURE USING THE MATERIAL POINT METHOD IN SHAKING TABLE TESTS.[The 5the civil engineering Conference in the Asian Rigion and Australasian Structural Engineering Conference,(2010)]K. ABE, M. SHINODA, M. MURATA, H. NAKAMURA and S.NAKAMURA
19.[] 剛な構造物近傍の埋戻し地盤の地震時沈下挙動に関する遠心力模型実験とその数値シミュレーション.[地盤工学ジャーナル,(2010),45-59]河井正,石丸真,野田利弘,浅岡顕
[2009]
20.[] 飽和地盤に埋設されたダクト構造物の地震時挙動に関する数値シミュレーション.[応用力学論文集,12,(2009),1021-1028]河井正,野田利弘,浅岡顕
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