Abstract

粒子間力の物理学的考察と検証を行ったうえで, 室内試験で液体表面張力を調整した水溶液を混合土に添加し, 細粒分含有率, 締固め仕事量およびサクションの締固め密度等への影響を吟味した. その結果, 締固め密度は粒子間力と締固め仕事量の力関係で決定される結果を得た. 次に屋外試験を行い, 土中水の液体表面張力低下は地盤沈下量と沈下安定時間を減少短縮することを明らかにした.

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