半沢 秀郎 | Soils Laboratory, Toa Harbor Works Co., Ltd.,
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概要
関連著者
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半沢 秀郎
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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岸田 隆夫
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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半沢 秀郎
Technical Research Institute Toa Corporation
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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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鈴木 和幸
Soils Laboratory Toa Harbor Works Co. Ltd.
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広瀬 誠
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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足立 格一郎
芝浦工業大学
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辻 清
東亜建設工業(株) 技術研究所
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伊藤 裕
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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松野 忠衛
Design Section, Toa Harbor Works Co., Ltd.,
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辻 清
Design Section, Toa Harbor Works Co., Ltd.,
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深谷 建雄
Technical Research Institute, Toa Corporation
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足立 格一郎
Overseas Department, Kiso-Jiban Consultants Co., Ltd.,
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深谷 建雄
Technical Research Institute Toa Corporation
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伊藤 裕
Soils Laboratory Toa Harbor Works Co. Ltd.
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深谷 建雄
Soils Laboratory, Toa Harbor Works Co., Ltd.
著作論文
- Evaluation of Sample Quality of Sandy Soil Obtained by the Modified Bishop Sampler〔に対する討論終結〕
- EVALUATION OF SAMPLE QUALITY OF SANDY SOIL OBTAINED BY THE MODIFIED BISHOP SAMPLER
- STABILITY ANALYSIS AND FIELD BEHAVIOUR OF EARTH FILLS ON AN ALLUVIAL MARINE CLAY
- SHEAR CHARACTERISTICS OF A QUICK SAND IN THE ARABIAN GULF
- UNDRAINED STRENGTH AND STABILITY ANALYSIS OF SOFT IRAQI CLAYS
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND
- UNDRAINED STRENGTH CHARACTERISTICS OF AN ALLUVIAL MARINE CLAY IN THE TOKYO BAY
- FIELD AND LABORATORY BEHAVIOUR OF KHOR AL-ZUBAIR CLAY, IRAQ
- GEOTECHNICAL PROPERTIES OF NORMALLY CONSOLIDATED FAO CLAY, IRAQ
- 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
- OVERCONSOLIDATION OF ALLUVIAL CLAYS
- 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