SETTLING BEHAVIOR OF CLAY SUSPENSION
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概要
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The settling behavior of dilute clay-water mixtures is examined. At first, settling type is classified into the four based on the precise observation of settling phenomena. Two factors are considered to cause the difference in the settling type; one is the degree of flocculation which is determined by salt concentration in water and the other is the degree of particle's interaction which is determined by mixture's solid concentration. Two of the four settling types, i.e., zone settling and consolidation settling, are nextly examined from the quantitative view point. The results show that settling is strongly influenced by the total solid weight contained in a mixture.
- 社団法人地盤工学会の論文
- 1980-06-15
著者
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今井 五郎
Professor Ditto.
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今井 五郎
Department Of Civil Engineering Faculty Of Engineering Yokohama National University
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今井 五郎
Department Of Civil Engineering Yokohama National University
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- 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