| 路基处治土回弹模量试验研究 |
| |
| 引用本文： | 夏宁,黄琴龙. 路基处治土回弹模量试验研究[J]. 粉煤灰综合利用, 2010, 0(1): 18-20 |
| |
| 作者姓名： | 夏宁 黄琴龙 |
| |
| 作者单位： | 同济大学道路与机场工程系,上海,200092 |
| |
| 基金项目： | 上海市科委科研项目:绿色两型(资源节约型环境友好型)公路建设关键技术研究 |
| |
| 摘 要： | 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。
|
| 关 键 词： | 长江口细砂 水泥砂 回弹模量 |
The Experimental Research of the Resilient Moduli of Cement Stabilized Soils Used in Highway Subgrades |
| |
| Xia Ning,Huang Qinlong. The Experimental Research of the Resilient Moduli of Cement Stabilized Soils Used in Highway Subgrades[J]. Fly Ash Comprehensive Utilization, 2010, 0(1): 18-20 |
| |
| Authors: | Xia Ning Huang Qinlong |
| |
| Affiliation: | The Road and Airport Engineering Department;Tongji University;Shanghai;200092;China |
| |
| Abstract: | 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. |
| |
| Keywords: | Changjiang delta fine sand cement stabilized soils resilient modulus |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
