In this paper the unique engineeringcharacteristes of lowplastic soil is studied in bound moisture content, granubar constituents, anti-Iiguefaction characteristics permibility, defor? mation and strength ete.
英
美
- 本文從界限含水量、粒度成分、抗液化性狀、滲透性、變形和強度等方面；研究了低塑性土獨特的工程性能；提出了用大于0.；1毫米顆粒含量40%25作為砂類(lèi)土與低塑性土的分類(lèi)界限;
