| 强夯加固机理及设计参数的研究 |
| |
| 引用本文： | 魏斌 戎建国. 强夯加固机理及设计参数的研究[J]. 中国水运, 2007, 5(8): 81-83 |
| |
| 作者姓名： | 魏斌 戎建国 |
| |
| 作者单位： | 中国市政工程中南设计研究院(魏斌) |
| |
| 摘 要： | 基于应力波的传播理论,对强夯法加固回填土地基机理进行分析,绘制出强夯法加固模式图;讨论了强夯技术参数的选取对地基加固效果的影响,通过工程实例证明强夯法加固地基是一种有效的方法。
|
| 关 键 词： | 回填土 夯击能 应力波 |
| 文章编号： | 1006-7973(2007)08-0081-03 |
| 修稿时间： | 2007-06-12 |
Study on Mechanism and Choice of Parameter for dynamic Compaction |
| |
| Wei Bin Rong Jianguo. Study on Mechanism and Choice of Parameter for dynamic Compaction[J]. China Water Transport, 2007, 5(8): 81-83 |
| |
| Authors: | Wei Bin Rong Jianguo |
| |
| Affiliation: | Wei Bin Rong Jianguo |
| |
| Abstract: | Based on the transmitting theory of stess wave,the mechanism is analysed for consolidation of backfilled soil by dynamic compaction method,and the figure of compacting area is given out;The influence that choice of parameter do to compacting effect is also discussed. It points out that dynamic compaction metood is a effective way in cosolidating groundsoil. |
| |
| Keywords: | dynamic compaction backfilled soil compacting energy stress wave |
| 本文献已被 CNKI 等数据库收录！ |
