論文- 金 鍾官 -
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件数:26件
[2017]
1.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
[2016]
2.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
3.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.
4.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.
5.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
6.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]
7.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
8.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
9.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]
10.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
11.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
12.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
13.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
14.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
15.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]
16.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
17.各種指標が細粒分含有土の体積圧縮特性に及ぼす影響.[第48回地盤工学研究発表会,(2013),1853-1854]金鍾官、森友宏、河井正、風間基樹
18.液状化被害を推定するための室内試験法の提案.[大ひずみ領域を考慮した土の繰返しせん断特性に関するシンポジウム発表論文集,(2013),149-156]金鍾官、河井正、風間基樹、森友宏
19.東京都湾岸地域を対象とした液状化程度評価手法の比較及び考察.[土木学会東北支部技術研究発表会,(2013)]神部大樹、金鍾官、風間基樹、河井正、森友宏
20.Effects of relative density and accumulated shear strain on post-liquefaction residual deformation.[Natural Hazards and Earth System Sciences,13,(2013),2567-2577]J. Kim, M. Kazama, and Y. Kwon
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