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件数:39件
[2015]
1.[] 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
2.[] 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
3.[] 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
4.[] 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]
5.[] 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
6.[] 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]
7.[] Scale modeling in the geotechnical engineering field.[Seventh International Symposium on Scale Modeling (ISSM-7),(2013)]Tadashi Kawai
[2012]
8.[] 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]
9.[] 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
10.[] 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
11.[] 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
12.[] 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]
13.[] 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
14.[] 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
[2009]
15.[] 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
16.[] Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay.[17th International Conference on Soil Mechanics & Geotechnical Engineering,(2009),175-178]Nakai, K., Nakano, M., Asaoka, A. & Kawai, T.
17.[] Evaluation of seismic performance of a box culvert buried in saturated sand with centrifuge and its numerical simulation.[International Conference on Performance-Based Design in Earthquake Geotechnical Engineering — from case history to practice —,(2009),1087-1093]Kawai, T., Asaoka, A. & Noda, T
18.[] 重力場模型振動台実験による底面が固定された剛な構造物近傍地盤の地震時沈下メカニズムの把握.[地盤工学ジャーナル,4(4),(2009),369-380]石丸 真, 河井 正
[2008]
19.[] 流れ盤斜面の地震時崩壊発生および崩壊範囲の解明に関する基礎的検討.[第37回岩盤力学に関するシンポジウム講演論文集,(2008),181-186]石丸 真, 河井 正
[2007]
20.[] 遠心場振動破壊実験に用いる亀裂性岩盤斜面模型の試作.[第36回岩盤力学に関するシンポジウム講演論文集,(2007),231-234]石丸 真, 河井 正
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