DEVELOPMENT OF A NEW CONSOLIDATION TEST PROCEDURE USING SEEPAGE FORCE
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概要
- 論文の詳細を見る
A new style of consolidation test is proposed for the purpose of predicting consolidation constants of sediments to be formed in a dyked pond by hydraulically dredged clay materials. This new test is performed by applying the seepage force on a specimen prepared by sedimentation in a consolidometer. The principle that the seepage force is converted into consolidation stress is at first presented. It is next shown that all of the consolidation constants and the compression curve as well can be determined by performing following three measurements in the state of steady seepage flow realized after the completion of consolidation; (1) distributions of pore water pressures and of (2) water contents within the specimen, and (3) velocity of the flow passing through the specimen. With use of the test apparatus developed for this study, consolidation constants were determined in the wide range of stress from the very low stress of 0.01 kN/m^2 to 50 kN/m^2.
- 社団法人地盤工学会の論文
- 1979-09-15
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
- 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