EXPERIMENTAL STUDIES ON SEDIMENTATION MECHANISM AND SEDIMENT FORMATION OF CLAY MATERIALS
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概要
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Sedimentation mechanism and sediment formation characteristics are examined by use of dilute clay-water mixtures. Direct measurement of the distribution of water content in the mixture is successfully used in the examination. According to the results, the process of soil sedimentation in general comprises three stages.In the first stage, no settling takes place, but flocculation yields flocs. In the second stage, the flocs gradually settle and form a layer of sediment, which undergoes consolidation and reduction of water content. The boundary between the upper settling zone and the sediment is the birth place of new sediment. While the sediment grows, the settling zone becomes thinner and finally vanishes. In the last stage, all of the sediment thus formed undergoes self-weight consolidation and finally approaches an equilibrium state.The water content value at which a mixture changes into sediment is not uniquely determined, but varies corresponding to the mixture's initial water content; the two values are close to each other. That is, soil sediment is not formed at a water content peculiar to the material concerned. This remarkable finding is a reflection of the fact that, even for a clay, countless compression curves exist under very low effective stresses.
- 社団法人地盤工学会の論文
- 1981-03-15
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
関連論文
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- 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