安田 進 | Kisojiban Consultants, Co., Ltd.,

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概要

• 同名の論文著者
• Kisojiban Consultants, Co., Ltd.,の論文著者

関連著者

• 安田 進

  九州工業大学

• 龍岡 文夫

  Institute of Industrial Science, University of Tokyo

• 安田 進

  Kisojiban Consultants, Co., Ltd.,

• 龍岡 文夫

  Institute Of Industrial Science University Of Tokyo

• 岩崎 敏男

  建設省

• 常田 賢一

  Ground Vibration Division Public Works Research Institute

• 広瀬 誠

  Soil Laboratory Toa Harbor Works Co. Ltd.

• 岩崎 敏男

  Ground Vibration Section, Public Works Research Institute, Ministry of Construction

• 今井 常雄

  Earthquake Engineering Division, Urawa Research Institute, OYO Co., Ltd.,

• 今野 政志

  Earthquake Engineering Division, Urawa Research Institute, OYO Co., Ltd.,

• 土岐 祥介

  Hokkaido University

• 三浦 清一

  Muroran Institute of Technology

• 土岐 祥介

  Professor Division Of Civil Engineering Faculty Of Engineering Hokkaido Institute Of Techniligy Sapp

• 今井 常雄

  Earthquake Engineering Division Urawa Research Institute Oyo Co. Ltd.

• 今野 政志

  Earthquake Engineering Division Urawa Research Institute Oyo Co. Ltd.

• 吉見 吉昭

  東京工業大学

• 龍岡 文夫

  東京大学工学部土木工学科

• 牧原 依夫

  (株)東京ソイルリサーチ

• 岩崎 敏男

  Earthquake Disaster Prevention Department, Public Works Research Institute, Ministry of Construction

• 常田 賢一

  Earthquake Disaster Prevention Department, Public Works Research Institute, Ministry of Construction

• 今野 政志

  OYO Corporation, Ltd.

• 吉見 吉昭

  Tokyo Institute of Technology

• 牧原 依夫

  Tokyo Soil Research Co., Ltd.,

• 加藤 祐之

  Chuo Kaihatsu Corp., Ltd. Formerly Visiting Research Personnel of University of Tokyo.

• 岡本 正広

  Technical Research Institute, Tokyu Construction Co., Ltd. Formerly Visiting Research Personnel of U

• 山田 眞一

  Kisojiban Consultants, Co., Ltd. Formerly Research Assistant of University of Tokyo.

• 谷澤 房郎

  Technical Research Institute, Taisei Corporation. Formerly Research Assistant of Hokkaido University

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著作論文

• STANDARD PENETRATION TESTS AND SOIL LIQUEFACTION POTENTIAL EVALUATION
• NORMALIZED DYNAMIC UNDRAINED STRENGTH OF SANDS SUBJECTED TO CYCLIC AND RANDOM LOADING
• A METHOD FOR ESTIMATING UNDRAINED CYCLIC STRENGTH OF SANDY SOILS USING STANDARD PENETRATION RESISTANCES
• CYCLIC UNDRAINED TRIAXIAL STRENGTH OF SAND BY A COOPERATIVE TEST PROGRAM
• SOME FACTORS AFFECTING CYCLIC UNDRAINED TRIAXIAL STRENGTH OF SAND

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