HYODO Masayuki | Department of Civil Engineering
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概要
関連著者
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HYODO Masayuki
Department of Civil Engineering
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Murata Hidekazu
Department Of Civil Engineering
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YASUFUKU Noriyuki
Department of Civil Engineering
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Yasufuku N
Kyushu Univ.
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Yasufuku Noriyuki
Department Of Construction Engineering
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Yasufuku Noriyuki
Department Of Civil And Structural Engineering Graduate School Of Engineering Kyushu University
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Murata H
Department Of Civil Engineering
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SUGIYAMA Motohiro
Department of Civil engineering
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KAWATA Yoriharu
Department of Civil Engineering
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NAKATA Yukio
Graduate student, Department of Civil Engineering
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NISHIKAWA Akihiro
Graduate student, Department of Civil Engineering
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Nakata Yukio
Graduate Student Department Of Civil Engineering
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Sugiyama Motohiro
Department Of Civil Engineering School Of Engineering
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Hyodo Masayuki
Department Of Civil Engineering (kensetu)
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Nishikawa Akihiro
Graduate Student Department Of Civil Engineering
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YASUHARA Kazuya
Nishinippon Institute of Technology
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HIRAO Kazutoshi
Nishinippon Institute of Technology
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YAMAMOTO Youichi
Research and Development Division, Mitsui Construction, Co., Ltd.
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FUJII Teruhisa
Fukenn Research and Planning, Co., Ltd.
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Murata Hidekazu
Department Of Civil Engineering (kensetu)
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Yamamoto Youichi
Research And Development Division Mitsui Construction Co. Ltd.
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Hyodo Masayuki
Department Of Civil Engineering Yamaguchi University
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Hyodo Masayuki
Department Of Civil Engineering Faculty Of Engineering Fukuoka Campus
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Itota Chizu
Department Of Earth Sciences Nihon University Setagaya
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Fujii Teruhisa
Fukenn Research And Planning Co. Ltd.
著作論文
- Extended critical state model for cohesive clay with initial induced anisotropy
- Cyclic shear behaviour of clay subjected to initial shear stress
- Deformation characteristics of sand subjected to drained cyclic loading
- Prediction of stress-strain behaviour of undisturbed ”masado”
- Behaviour of soft clay deposit subjected to long-term cyclic shear stresses
- Undrained Cyclic Shear Behaviour of Overconsolidated Clay Subjected to Initial Static Shear Stress
- Dynamic Effective Stress Analysis of Staturated Sand Deposits by an Approximate Method
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