半沢 秀郎 | Technical Research Institute Toa Corporation
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概要
関連著者
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半沢 秀郎
Technical Research Institute Toa Corporation
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半沢 秀郎
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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半沢 秀郎
Technical Research Institute, Toa Corporation
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半沢 秀郎
東亜建設工業(株)技術研究所
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田中 洋行
独立行政法人港湾空港技術研究所
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田中 洋行
北海道大学
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田中 洋行
独立行政法人湾岸空港技術研究所
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鈴木 耕司
Technical Research Institute, Toa Corporation
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田中 洋行
Soil Investigation Laboratory, Port and Harbour Research Institute, Ministry of Transport
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鈴木 耕司
東亜建設工業(株)技術研究所地盤環境研究室
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Tanaka Hiroyuki
Geotechnical Survey Laboratory Port And Harbour Research Institute Ministry Of Transport
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田中 洋行
Soil Investigation Laboratory, Port and Harbour Research Institute, Ministory of Transportation
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栗原 正美
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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岸田 隆夫
Soils Laboratory, Toa Harbor Works Co., Ltd.,
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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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深谷 建雄
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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深谷 建雄
Technical Research Institute Toa Corporation
著作論文
- SHEAR STRENGTH AND CONSOLIDATION YIELDING STRESS OF PLEISTOCENE CLAY FOUND AT IZUMI-HILL OF OSAKA DISTRICT
- サンドサンプラーによる埋立て造成地盤の相対密度測定結果
- A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- 正規圧密状態および原位置における粘土の正規化された非排水強度(『土質工学会論文報告集』Vol.32,No.1 (1992年3月発行)掲載論文の概要)
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- EVALUATION OF ENGINEERING PROPERTIES FOR AN ARIAKE CLAY
- Normalized Undrained Strength of Clay in the Normally Consolidated State and in the Field(半沢秀郎,田中洋行著,本誌Vol.32,No.1,1992年3月掲載)
- A NEW APPROACH TO DETERMINE SOIL PARAMETERS FREE FROM REGIONAL VARIATIONS IN SOIL BEHAVIOR AND TECHNICAL QUALITY
- EVALUATION OF DESIGN PARAMETERS FOR SOFT CLAYS AS RELATED TO GEOLOGICAL STRESS HISTORY
- 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
- あるクイックサンドの非排水強度と安定解析
- 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