Rchr
J-GLOBAL ID:200901065367495505
Update date: Sep. 23, 2022
Kuwano Jiro
クワノ ジロウ | Kuwano Jiro
Research theme for competitive and other funds (2):
MISC (258):
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Ohkawa, H, Kuwano, J, Iizuka, A, Kusakabe. O, Ohta, H. Yield surface and plastic strain increment direction of Toyoura sand on p’ constant shear stress plane. Proceeding of 6th Regional Symposium on Infrastructure Development. 2009. 1. 21
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Tachibana, S, Iizuka, A, Kuwano, J. The critical state theory applied to porous rock considering the distructuration effects. Proceeding of 6th Regional Symposium on Infrastructure Development. 2009. 1. 25
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Ohkawa, H, Kuwano, J, Iizuka, A, Kusakabe. O, Ohta, H. Yield surface and plastic strain increment direction of Toyoura sand on p’ constant shear stress plane. Proceeding of 6th Regional Symposium on Infrastructure Development. 2009. 1. 21
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Tachibana, S, Iizuka, A, Kuwano, J. The critical state theory applied to porous rock considering the distructuration effects. Proceeding of 6th Regional Symposium on Infrastructure Development. 2009. 1. 25
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桑野二郎. 補強土工法の災害への対応. ジオシンセティックス技術情報・国際ジオシンセティックス学会日本支部. 2008. 24(1). 1. 1-4
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Books (4):
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Wang, G.X., Kuwano, J. and Takemura, J. Study on excess pore water pressures of sands mixed with clays under cyclic loading (in Chinese) Chinese Journal of Geotechnical Engineering
2004
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Wang, G.X., Kuwano, J. and Takemura, J. Study on excess pore water pressures of sands mixed with clays under cyclic loading (in Chinese) Chinese Journal of Geotechnical Engineering
2004
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木村孟,日下部治編 新土木実験指導書【土質編】(分担執筆)
技報堂出版 1993
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木村孟,日下部治編 新土木実験指導書【土質編】(分担執筆)
技報堂出版 1993
Lectures and oral presentations (10):
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密な豊浦砂の降伏面と塑性ひずみ方向についての実験的検討
(第43回地盤工学研究発表会発表講演集 2008)
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壁面の傾きを用いた補強土擁壁の地震時損傷度評価
(第43回地盤工学研究発表会発表講演集 2008)
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Effects of unloading-reloading on pullout resistance of geogrid in Toyoura sand
(第43回地盤工学研究発表会発表講演集 2008)
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Effects of time on the mechanical properties of old embankment soil
(第43回地盤工学研究発表会発表講演集 2008)
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密な豊浦砂の降伏面と塑性ひずみ方向についての実験的検討
(第43回地盤工学研究発表会発表講演集 2008)
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