岸田 隆夫 | Soils Laboratory, Toa Harbor Works Co., Ltd.,
スポンサーリンク
概要
関連著者
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岸田 隆夫
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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半沢 秀郎
東亜建設工業(株)技術研究所
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半沢 秀郎
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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岸田 隆夫
東亜建設工業(株)
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岸田 隆夫
東亜建設工業(株)技術研究開発センター
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松田 栄一
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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松田 栄一
Soils Laboratory Toa Harbor Works Co. Ltd.
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中野渡 正幸
Soils Laboratory Toa Harbor Works Co. Ltd.
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鈴木 和幸
Soils Laboratory Toa Harbor Works Co. Ltd.
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半沢 秀郎
Technical Research Institute, Toa Corporation
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深沢 健
東亜建設工業株式会社 大阪支店
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深沢 健
Soils Laboratory, Toa Corporation
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浅田 英幸
Soils Laboratory, Toa Corporation
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半沢 秀郎
Technical Research Institute Toa Corporation
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深谷 建雄
Technical Research Institute, Toa Corporation
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深谷 建雄
Technical Research Institute Toa Corporation
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深谷 建雄
Soils Laboratory, Toa Harbor Works Co., Ltd.
著作論文
- STABILITY ANALYSIS AND FIELD BEHAVIOUR OF EARTH FILLS ON AN ALLUVIAL MARINE CLAY
- A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS
- STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE
- STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE
- Stability Analysis with the Effective Stress Method for Embankments Constructed on an Alluvial Marine Clay(半沢秀郎,岸田隆夫,松田栄一共著土質工学会論文報告集 Vol.22,No.3 September 1982掲載)
- STABILITY ANALYSIS WITH THE EFFECTIVE STRESS METHOD FOR EMBANKMENTS CONSTRUCTED ON AN ALLUVIAL MARINE CLAY
- DEVELOPMENT OF THE FRICTION METER FOR EVALUATING THE SKIN FRICTION OF A PILE
- Determination of In-Situ Undrained Strength of Soft Clay Deposits(土質工学会論文報告集Vol.22,No.4,1982掲載)
- FUNDAMENTAL CONSIDERATIONS ON UNDRAINED STRENGTH CHARACTERISTICS OF ALLUVIAL MARINE CLAYS
- DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS