摘要
以营口地区深灰色粉质粘土为研究对象,采用重塑的方法改变了天然原状软土的原始结构。将重塑土和原状土分别进行直剪蠕变实验并对实验结果进行对比分析,归纳出软土结构变化对宏观流变力学特性的影响。
As an object of study with dark grey silty clay, the original structure of natural parent soft soil has been changed by heavy plastic soil method. Creep experiment of heavy plastic soil and parent soft soil is respectively carried out and comparative analysis of their experimental results is also made. Lastly, influence of variation of soft soil structure on characteristics of macroscopic rheodynamics was summarized.
出处
《北方交通》
2009年第5期28-31,共4页
Northern Communications
关键词
结构性
流变
结构性影响系数
Structure
Rheodynamics
Coefficient of structural influence
