INFLUENCE OF REMOLDING ON THE LIQUID AND PLASTIC LIMITS OF SOIL

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概要

• 論文の詳細を見る

• The results of consistency tests on marine clays were compared to investigate the influence of remolding on the liquid and plastic limits of soil. In the tests, the duration of the remolding process, in which soil is mixed with water, varied widely. It was shown that the liquid limit first decreases with increased remolding time because of a shear strength reduction during the mixing procedure. Further remolding causes the limit to increase, probably due to particle crushing. It was also shown that the plastic limit decreases as the remolding time increases. The conventional method for testing soil consistency does not define details of sample preparation procedure such as remolding time. Different test results may therefore result even for the same sample. A clear definition of the sample preparation procedure is required in order to ensure accurate test results.

• 社団法人地盤工学会の論文
• 1995-12-15

著者

• 小林 正樹

  Port And Harbour Research Institute

• 小川 富美子

  Nikken Sekkei Nakase Geotechnical Institute

関連論文

• 載荷時間の圧密諸係数におよぼす影響について
• INFLUENCE OF REMOLDING ON THE LIQUID AND PLASTIC LIMITS OF SOIL
• INFLUENCE OF REMOLDING ON THE LIQUID AND PLASTIC LIMITS OF SOIL
• FINITE ELEMENT ANALYSIS OF IMMEDIATE AND CONSOLIDATION DEFORMATIONS BASED ON EFFECTIVE STRESS PRINCIPLE

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