摘要
通过对挤密前后黄土的试验研究，探讨了挤密对黄土湿陷性、压缩性、结构性及应力应变关系等工程特性的影响。
By test study on intact and compacted loess, the effects of compacting on the collapsibility 、 compressibility、structure and stress strain relation of loess are discussed.Some useful conclusions for engineering are obtained.
出处
《西北建筑工程学院学报（自然科学版）》
1999年第4期21-24,共4页
Journal of Northwestern Institute of Architectural Engineering
