Development of Slab Tracks for Hokuriku Shinkansen Line von ANDO, Katsutoshi, SUNAGA, Makoto, AOKI, Hifumi, HAGA, Osamu

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COMPARISON OF SHAFT RESISTANCE CHARACTERISTICS BETWEEN HEAD-DOWN AND PILE-TOE LOAD TESTS FOR BORED PILES von FUJIOKA, Toyokazu, AOKI, Hifumi

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Behavior of the Geosynthetic-reinforced soil integral bridge used for the Shinkansen structure von KURIYAMA, Ryosuke, KOJIMA, Kenichi, MORINO, Tatsuya, WATANABE, Kazuyuki, AOKI, Hifumi, YAMADA, Yasuhiro

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EVALUATION OF WATER PRESSURE RESISTANCE OF ADHESIVE WATERPROOF SHEETING AT CRACK OPENING RESION BY FINITE ELEMENT ANALYSIS von Katayama, Takashi, Kusudo, Kazumasa, Kojima, Ken-ichi, Yaguchi, Naoyuki, Ueki, Shigeo, Aoki, Hifumi

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覆工コンクリートのひび割れ及び打継ぎ目における化学接着性防水シートの耐水圧に関する実験的研究 von 小川, 敦久, 楠戸, 一正, 西里, 亮, 矢口, 直幸, 小島, 謙一, 植木, 茂夫, 青木, 一二三

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コンクリート路盤を改良杭で支持する補強盛土工法における設計手法 von 藤井, 公博, 小島, 謙一, 高野, 裕輔, 陶山, 雄介, 青木, 一二三, 野中, 隆博

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補強盛土一体橋梁における橋梁部の伸縮挙動と背面盛土の沈下状況に関する一考察 von 佐々木, 徹也, 西岡, 英俊, 小島, 謙一, 高野, 裕輔, 陶山, 雄介, 青木, 一二三

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EFFECT OF GROUND IRREGULARITY ON FOLDING ANGLE OF RAILWAY TRACK von KAWANISHI, Tomohiro, MURONO, Yoshitaka, AOKI, Hifumi, YAMAZAKI, Takayuki

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Research on design methods of pile slab embankment: Consideration for the scope of application von FUJII, Kimihiro, KOJIMA, Kenichi, NONAKA, Takahiro, TAKANO, Yusuke, AOKI, Hifumi

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PROPERTY OF GABION LAID BETWEEN THE HEAD PART OF IMPROVEMENT PILE AND CONCRETE SLAB FOR PILE SLAB TRACK von NONAKA, Takahiro, KOJIMA, Kenichi, YONEZAWA, Toyoji, SATO, Takashi, MORINO, Tatsuya, AOKI, Hifumi

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EXPERIMENTAL STUDY OF WATER PRESSURE RESISTANCE OF ADHESIVE WATERPROOF SHEETING AT CRACK OPENING OR JOINT EXPANSION REGION von OGAWA, Atsuhisa, KUSUDO, Kazumasa, NISHIZATO, Ryo, YAGUCHI, Naoyuki, KOJIMA, Ken-ichi, UEKI, Shigeo, AOKI, Hifumi

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地盤改良杭でコンクリート路盤を支持する補強盛土の設計手法に関する研究: パイルスラブ式盛土の適用範囲に関する検討 von 藤井, 公博, 小島, 謙一, 野中, 隆博, 高野, 裕輔, 青木, 一二三

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BEHAVIOR OF THE GEOSYNTHETIC-REINFORCED SOIL INTEGRAL BRIDGE CAUSED BY THE CHANGE OF TEMPERATURE von KOJIMA, Kenichi, NONAKA, Takahiro, SUYAMA, Yusuke, AOKI, Hifumi, WATANABE, Kazuyuki

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DEVELOPMENT OF NEW TYPE CONCRETE-FILLED TUBULAR STEEL COLUMN ON UNDERGROUND RAIL STATION von AOKI, Hifumi, KIMURA, Mitsuo, ISOGAI, Atsumi

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Behaviors of girder and backfill of GRS integral bridge focusing on tension force of geosynthetics von SASAKI, Tetsuya, NISHIOKA, Hidetoshi, KOJIMA, Kenichi, TAKANO, Yusuke, SUYAMA, Yusuke, AOKI, Hifumi

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DESIGN METHOD OF REINFORCED SOIL EMBANKMENT WITH PILE SLAB TRACK von FUJII, Kimihiro, KOJIMA, Kenichi, TAKANO, Yusuke, SUYAMA, Yusuke, AOKI, Hifumi, NONAKA, Takahiro

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Shaking table tests on seismic stability of reinforced abutment von WATANABE, Kenji, TATEYAMA, Masaru, YONEZAWA, Toyoji, AOKI, Hifumi, TATSUOKA, Fumio, KOSEKI, Junichi

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COMPARISON OF THE STRAIN MEASUREMENT RESULT OF GEOTEXTILE UNDER THE LABORATORY TENSILE TEST AND THE FIELD TENSILE TEST von KATO, Hisaya, NISHIOKA, Hidetoshi, KOJIMA, Kenichi, TAMURA, Yukihiko, KIGUCHI, Mineo, MORINO, Tatuya, SUYAMA, Yuske, AOKI, Hifumi

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Study on lateral resistance and application to railway structures of batter pile foundation von KIYOTA, Sanshiro, YONEZAWA, Toyoji, AOKI, Hifumi, KODA, Masayuki, NISHIOKA, Hidetoshi, DEWA, Toshiyuki

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DEVELOPMENT OF A NEW SIMPLIFIED LOAD TESTING METHOD OF A CAST-IN-PLACE CONCRETE PILE von AOKI, Hifumi, MARUYAMA, Osamu, FUJIOKA, Toyokazu

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