- 责任者：Chen Kaisheng (Civil and Architecture College ; Guizhou University ; Guiyang 550003 ; China) ; Sha Aimin
- 刊名：Hydrogeology and Engineering Geology
- 出版年：2009
- 卷期：36(5)
- 关键词：黄土类土 ; loessial soil ; 填料 ; filling materials
- 页码：p.44-48
- 图表：7 illus., 3 tables, 9 refs.
- 分类号：1702
- issnNo：ISSN1000-3665
- isbnNo：CN11-2202/P
///The strength characteristic for loess subgrade filler is an important calculation parameter for loess foundation engineering, slope engineering and underground engineering for it decides subgrade stabilization and slope angle. With the triaxial test, vibratory compaction test, CBR test and modulus of resilience test the paper analyses on the characteristic of shear strength, CBR and rule of resilience modulus change for compacted loess. It is shown that the relation between adhesion tension C and water content w can be expressed as the power function C=kw-b, and the change of adhesion tension C is greater than that of internal friction angle φ. The CBR of compacted loess can’t meet the least CBR of standard. It is suggested that CBR should be tested by ameliorating the time that compacted loess dip in the water. It is shown that the best water content and the largest dry density for vibration compaction of loess are less than those of heavy rammer.