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件数:30件
[2017]
1.[] Laboratory testing procedure to assess post-liquefaction deformation potential.[Soils and Foundations,57(6),(2017),905-919]Jongkwan Kim, Tadashi Kawai, and Motoki Kazama
10.1016/j.sandf.2017.10.001
2.[] Numerical Study on the Design of Reinforced Soil by Vertical Micropiles.[Geotechnical Engineering Journal of the SEAGS & AGSSEA,48(4),(2017),10-18]A. Kamura, J. Kim, T. Kawai, M. Kazama, N. Hikita and S. Konishi
3.[] Evaluation of contraction potential of silty soils based on the minimum void ratio.[3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering,(2017)]Jongkwan Kim, Tadashi Kawai & Motoki Kazama
4.[] Performance of various granular soils in most dense state.[3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering,(2017)]T. Kawai, J. Kim, and M. Kazama
5.[] A framework of seismic design for soil liquefaction based on the energy concept utilizing the ductility performance of soils.[3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering,(2017)]M. Kazama, T. Kawai, J. Kim, and M. Tomita
[2016]
6.[] Density Index for Estimating the Postliquefaction Volumetric Strain of Silty Soils.[Internaional journal of geomechanics,16(5),(2016),C4015005]Jongkwan Kim, Tadashi Kawai, Motoki Kazama and Tomohiro Mori
10.1061/(ASCE)GM.1943-5622.0000574
7.[] Consideration on the effect of non-plastic fines on post-liquefaction shear behavior.[7th Taiwan-Japan joint workshop on geotechnical hazards from large earthquake and heavy rainfall,(2016)]Kim, J., Kawai, T. & Kazama, M.
8.[] The liquefaction strength of the sandy soils in extremely dense state.[7th Taiwan-Japan joint workshop on geotechnical hazards from large earthquake and heavy rainfall,(2016)]Adachi,N., Kazama,M. , Kawai,T. , Kim,J. &Tomita,M.
9.[] The effect of strain history in cyclic loading on the stiffness recovery characteristics after liquefaction.[7th Taiwan-Japan joint workshop on geotechnical hazards from large earthquake and heavy rainfall,(2016)]Masayuki Tomita, Motoki Kazama, Tadashi Kawai & Jongkwan Kim
10.[] The geotechnical issues of the damage caused by the great east Japan disaster and reconstuction for the Tohoku region.[Japanese Geotechnical Society Special Publication,2(32),(2016),1148-1153]M. Kazama, T. Kawai, J. Kim, and T. Mori
10.3208/jgssp.ATC1-3-02
[2015]
11.[] 東日本大震災の液状化被害に見る液状化研究の課題.[日本地震工学会論文集,15(7),(2015),49-59]風間基樹、河井正、森友宏、金鍾官、山崎智哉
10.5610/jaee.15.7_49
12.[] The geotechnical issues of the damage caused by the great east Japan disaster and reconstuction for the Tohku region.[the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering,(2015)]Motoki Kazama, Tadashi Kawai, Jongkwan Kim, and Tomohiro Mori
13.[] Earthquake-induced flow-type failure in volcanic sandy soils and tentative evaluation of the fluidization properties of soils.[Volcanic Rocks and Soils,(2015),363-369]M. Kazama, T. Kawai, J. Kim, M. Takagi, T. Morita and T. Unno
[2014]
14.[] 東日本大震災の液状化被害に見る液状化研究の課題.[第14回日本地震工学シンポジウム,(2014),2455-2464]風間基樹、河井正、森友宏、金鍾官、山崎智哉
15.[] 細粒分を含んだ土の最小間隙比の現行求め方の問題点について.[第49回地盤工学研究発表会,(2014),355-356]金鍾官、河井正、森友宏、風間基樹
16.[] 遠心力模型実験による細粒分含有率の異なる砂の沈下特性.[地盤工学会特別シンポジウム,(2014),156-160]山崎智哉、風間基樹、河井正、森友宏、金鍾官
17.[] 非塑性細粒分を含む材料の液状化強度・被害の評価に係わる密度指標の再考.[地盤工学会特別シンポジウム,(2014),161-167]金鍾官、風間基樹、河井正、森友宏
18.[] The overflow model experiment using the waterway for examining the countermeasure effect agrainst the Tsunami-induced tide embankment scouring.[6th Taiwan-Japan joint workshop on geotechnical hazards from large earthquakes and heavy rainfall,(2014)]T. Mori, H. Kabuki, M. Kazama, P. K. Hutapea, J. Kim, R. Sakamoto, and K. Kakao
19.[] The influence of time unit and element size with the numerical result of soil-water-air coupled unsaturated seepage analysis.[Unsaturated Soils: Research&Applications,(2014),605-611]T. Mori, M. Kazama, J. Kim, and R. Uzuoka
[2013]
20.[] The effects of non-plastic fines on post-liquefaction deformation.[5th KGS-JGS geotechnical engineering workshop,(2013),8-13]J. Kim, T. mori, T. Kawai, and m. Kazama
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