A TREATMENT OF SALINITY IN WATER CONTENT DETERMINATION OF VERY SOFT CLAYS
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概要
- 論文の詳細を見る
In the present note, a procedure to determine the correct water content of a very soft clay which contains salt in its liquid phase is proposed taking account of the salinity; such a modified procedure is required in landfilling works by use of dredged sea sediments. It is at first shown that the water content is correctly determined by employing a new quantity expressing the salinity in addition to the currently obtained water content. It is further shown that the error introduced owing to the salinity increases as salinity and/or water content increases, and the relative error reaches to 25%, for example, when the water content is 500%. A procedure of preparing soil-water mixtures with predetermined water content in finally presented.
- 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
Department Of Civil Engineering Faculty Of Engineering Yokohama National University
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矢野 弘一郎
Engineering Research Institute Penta-ocean Construction Co. Ltd.
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鶴谷 和夫
Soil Engineering Division, Engineering Research Institute, Penta-Ocean Construction Co., Ltd.,
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矢野 弘一郎
Soil Engineering Division, Engineering Research Institute, Penta-Ocean Construction Co., Ltd.,
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鶴谷 和夫
五洋建設(株)技術研究所
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)
- 1454 浚渫泥土の分離堆積
- Carmanのろ過理論の改良と泥水の強制脱水へのその適用(『土質工学会論文報告集』Vol.17,No4(1977年12月発行)掲載論文の概要)
- REFORMED CARMAN'S FILTRATION THEORY AND ITS APPLICATION TO FORCED WATER LOSS OF CLAYEY FLUID MUD
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTER-CONNECTED TESTS