EXPERIMENTAL STUDY ON CONSOLIDATION OF MARINE CLAYS IN ALTERNATING ELECTRIC CURRENT FIELD
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概要
- 論文の詳細を見る
From microscopic point of view, consolidation of clays takes place when the driving forces for pore water flow exceed the forces tending to hold the water to clay particles. To consolidate soft clays, theoretically two ways can be considered. One is to enhance the driving forces for pore water flow and the other is to reduce temporarily the forces tending to hold the water. While conventional methods for consolidation are based on the former way, this paper deals with the latter idea by making use of electro-chemical properties of clay soils. In order to reduce the forces tending to hold pore water, an electrical disturbance was imposed to clays by loading alternating electric current (AC). A series of consolidation tests of marine clays under AC field were carried out. It is found that the consolidation of clays can take place by the loading of AC whose magnitude is larger than a critical value. In AC consolidation, the initial swelling and the subsequent consolidation was observed. The initial volume increase is considered to be an unique characteristic of the AC consolidation.
- 社団法人地盤工学会の論文
- 1988-12-15
著者
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土田 孝
国土交通省港湾技術研究所土質部土性研究室長(横須賀市長瀬3-1-1)(1999.11.19原稿受付・討議期限2001.9.1要請があれば1か月の期限延長可能)
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土田 孝
Geotechnical Division Port And Harbour Research Institute Ministry Of Transport
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近藤 正佳
Office of Water Management in Central Division, Bureau of Waterworks
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近藤 正佳
Office Of Water Management In Central Division Bureau Of Waterworks
関連論文
- 海成粘土地盤の自然間隙比と土被り圧の関係に関する統一的な解釈 : General Interpretation on Natural Void Ratlo-Overburden Pressure Relationship of Marine Deposits
- EVALUATION OF UNDRAINED SHEAR STRENGTH OF SOFT CLAY WITH CONSIDERATION OF SAMPLE QUALITY
- EXPERIMENTAL STUDY ON CONSOLIDATION OF MARINE CLAYS IN ALTERNATING ELECTRIC CURRENT FIELD