超軟弱粘土に対する浸透圧密試験法の適用性
スポンサーリンク
概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 1984-06-25
著者
-
今井 五郎
Department Of Civil Engineering Faculty Of Engineering Yokohama National University
-
矢野 弘一郎
Engineering Research Institute Penta-ocean Construction Co. Ltd.
-
青木 繁
Engineering Research Institute, Penta-Ocean Construction Co., Ltd.,
-
青木 繁
Engineering Research Institute Penta-ocean Construction Co. Ltd.
関連論文
- 超軟弱粘土に対する浸透圧密試験法の適用性
- APPLICABILITY OF HYDRAULIC CONSOLIDATION TEST FOR VERY SOFT CLAYEY SOILS
- 329 塩分を含む土の含水比決定(『土質工学会論文報告集』Vol. 19,No. 3(1979年9月発行)掲載論文の概要)
- A TREATMENT OF SALINITY IN WATER CONTENT DETERMINATION OF VERY SOFT CLAYS
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTERCONNECTED TESTS
- EXPERIMENTAL STUDIES ON SEDIMENTATION MECHANISM AND SEDIMENT FORMATION OF CLAY MATERIALS
- SETTLING BEHAVIOR OF CLAY SUSPENSION
- DEVELOPMENT OF A NEW CONSOLIDATION TEST PROCEDURE USING SEEPAGE FORCE
- One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays (IS-LYON 2003「地盤材料の変形特性」特集号)
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTER-CONNECTED TESTS