路基处治土回弹模量试验研究

The Experimental Research of the Resilient Moduli of Cement Stabilized Soils Used in Highway Subgrades

对路基处治土水泥砂进行室内回弹模量试验,并对所得试验结果进行深入分析和探讨,为相关工程实践提供数据支持。试验结果表明,水泥含量和压实度等对水泥砂的回弹模量有较大的影响。

This paper obtains the resilient moduli of cement stabilized soils through experiment study and the main content is as following.Through the experiment study,what the paper can obtain through the experiment is that the relation between the degree of compaction and the resilient moduli,the relation between the cement content and resilient moduli.Through the definite conclusion of the experimental study,the reliable basis can be provided for the relate construction.