豊田 浩史 | Department of Civil and Environmental Engineering,Nagaoka University of Technology
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概要
関連著者
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豊田 浩史
長岡技術科学大学工学部
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豊田 浩史
Department of Civil and Environmental Engineering,Nagaoka University of Technology
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豊田 浩史
長岡技術科学大学
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豊田 浩史
長岡技術科学大学 工学部
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Nakamura Kouichi
Department Of Civil And Environmental Engineering Nagaoka University Of Technology
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酒井 直樹
明治コンサルタント(株) 技術統括部
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中村 公一
Department of Civil and Environmental Engineering,Nagaoka University of Technology
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風間 基樹
Department of Civil Engineering, Graduate School of Engineering, Tohoku University
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Sakai Naoki
Department Of Civil And Environmental Engineering Nagaoka University Of Technology
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風間 基樹
Department Of Civil Engineering Graduate School Of Engineering Tohoku University
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風間 基樹
東北大学大学院工学研究科
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北詰 昌樹
Soil Stabilization Division Port And Airport Research Institute
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菅野 高弘
港湾空港技術研究所 構造振動
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酒井 直樹
Department of Civil and Environmental Engineering,Nagaoka University of Technology
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SRAMOON WILAILAK
Department of Civil and Environmental Engineering,Nagaoka University of Technology
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山口 晶
Department of Civil Engineering, Graduate School of Engineering, Tohoku University
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北詰 昌樹
港湾空港技研
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菅野 高弘
(独)港湾空港技術研究所地盤・構造部 地震防災研究領域
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菅野 高弘
(独)港湾空港技術研究所地盤構造部構造振動研究室
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北詰 昌樹
Port and Airport Research Institute, Head of Soil Stabilization Division
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菅野 高弘
Port and Airport Research Institute, Head of Structural Dynamics Division
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北詰 昌樹
Tohoku Univ. Jpn
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山口 晶
東北学院大学工学部
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Yamaguchi Akira
Department Of Civil Engineering Graduate School Of Engineering Tohoku University
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西村 友良
足利工業大学
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酒井 直樹
Graduate Student, ditto. Manuscript was received for review on September 28, 2000. Written discussio
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西村 友良
Department of Civil Engineering, Ashikaga Institute of Technology
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仙頭 紀明
Department of Civil Engineering, Graduate School of Engineering, Tohoku University
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大村 洋史
Department of Civil Engineering, Graduate School of Engineering, Tohoku University
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北詰 昌樹
Soil Stabilization Division, Port and Airport Research Institute
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SRAMOON WlLAILAK
Department of Civil Engineering, Mahanakorn University of Technology
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Sramoon Wllailak
Department Of Civil Engineering Mahanakorn University Of Technology
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西村 友良
足利工業大学都市環境工学科
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大村 洋史
Department Of Civil Engineering Graduate School Of Engineering Tohoku University
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Sramoon W
Mahanakorn Univ. Technol. Jpn
著作論文
- FAILURE CRITERION OF UNSATURATED SOIL CONSIDERING TENSILE STRESS UNDER THREE-DIMENSIONAL STRESS CONDITIONS
- SHEAR AND LIQUEFACTION CHARACTERISTICS OF SANDY SOILS IN TRIAXIAL TESTS
- LIQUEFACTION AND SETTLEMENT OF RECLAIMED GROUND WITH GRAVELLY DECOMPOSED GRANITE SOIL
- MECHANICAL PROPERTIES OF UNSATURATED COHESIVE SOIL IN CONSIDERATION OF TENSILE STRESS
- MECHANICAL PROPERTIES OF SATURATED COHESIVE SOILS WITH SHEAR HISTORY UNDER THREE-DIMENSIONAL STRESS CONDITIONS
- APPLICATION OF THE ELASTIC BOUNDARY INDUCED BY SHEAR HISTORY ON SATURATED COHESIVE SOIL
- EFFECTS OF THE STIFFNESS OF SOFT CLAY LAYER ON STRONG MOTION RESPONSE
- EFFECTS OF THE STIFFNESS OF SOFT CLAY LAYER ON STRONG MOTION RESPONSE
- EFFECTS OF STRESS HISTORY DUE TO UNSATURATION AND DRAINAGE CONDITION ON SHEAR PROPERTIES OF UNSATURATED COHESIVE SOIL