摘要
本文研究了土工界过去很少研究的“孔容分布”问题。指出两种土的孔隙比相同若孔容分布不同则两种土的工程特性可能有差别,建议了一个对土工界有实用意义的孔隙分类,并用已有事实说明孔容分布可能定量阐明土壤某些工程特性,微孔隙的变化与否可能是静力固结和强夯压实效果的本质差别之一。
The problem of the distribution of void and unit weight was seldom studied in the past. In this paper, it was presented that the engineering features for two soils, whose void ratio are the same while the distribution of void and unit weight is different, may be different from each other. A soil classification according to its void with practical meaning to soil engineering was proposed. The distribution of void and unit weitht using in exponding some engineering features of soil has been explained based on practical data. The variation condition of micro-void may be one of essential distinction of the effect between static consolidation and dynamic compaction.
出处
《土工基础》
1993年第1期35-39,共5页
Soil Engineering and Foundation
