A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTERCONNECTED TESTS
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
- 1993-09-15
著者
-
今井 五郎
Professor Ditto.
-
今井 五郎
Department Of Civil Engineering Faculty Of Engineering Yokohama National University
-
TANG YI-XIN
Technical Research institute, Toa Corporation
-
Tang Yi-xin
Technical Research Institute Toa Corporation
-
今井 五郎
Department Of Civil Engineering Yokohama National University
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
- GMAX of Fine-Grained Soils at Wide Void Ratio Range, Focusing on Time-Dependent Behavior (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTERCONNECTED TESTS
- A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests(今井五郎,Y.-X.Tang著,本誌Vol.32,No.2,1992年6月掲載)
- EXPERIMENTAL STUDIES ON SEDIMENTATION MECHANISM AND SEDIMENT FORMATION OF CLAY MATERIALS
- 液状粘土の沈降特性
- 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)
- REFORMED CARMAN'S FILTRATION THEORY AND ITS APPLICATION TO FORCED WATER LOSS OF CLAYEY FLUID MUD
- ENDOCHRONlC MODELING FOR CYCLIC BEHAVIOR OF OVERCONSOLIDATED CLAYS
- AN ENDOCHRONIC CONSTITUTIVE LAW FOR STATIC SHEAR BEHAVIOR OF OVERCONSOLIDATED CLAYS
- 分割型圧密試験により求めた一次元圧密の普遍的構成式(『土質工学会論文報告集』Vol.32,No.2 (1992年6月発行)掲載論文の概要)
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTER-CONNECTED TESTS