粘性土の圧縮性に関する統計的研究 : その1 大阪平野沖積粘土の間隙比・有効応力の関係式

概要

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The relation between void-ratio and effective pressure of clay is important for predications of building-settlements. This relation is gotten by consolidation tests of individual undisturbed soil samples. This method is require much labor and expense. By expressing void-ratio as function of soil characteristic constants and effective pressure, it is possible to express the compressibility of clay in large district by less labor and expense. By statistical analysis, four relational formulas are gained, as variable soil characteristic constants. In the former two relational formulas, it is liquid limit alone, in the third relational formula, it is natural water content alone, in the last relational formula, it is clay content alone.
社団法人日本建築学会の論文
1999-01-30