摘要
以Terzaghi土体固结理论和Biot固结理论为基础 ,按饱和度不同的分类 ,研究了高饱和土固结机理及过程 ,深入分析了高饱和土饱和度变化对孔隙流体压缩性的影响 。
Based on Terzaghi's consolidation theories and Biot’s consolidation theories,the consolidating mechanism and consolidating process of highly saturated soil are discussed according to the variety of saturation degree.The influence of saturation degree changing on porous fluid compressibility as well as the whole consolidation process are studied deeply in this paper.
出处
《中国工程科学》
2004年第9期73-76,共4页
Strategic Study of CAE
关键词
固结
饱和度
体变模量
压缩
consolidation
saturated degree
elasticity modulus
compressing
