| 高速公路水稳层弯沉值偏大的治理措施 |
| |
| 引用本文： | 林立军. 高速公路水稳层弯沉值偏大的治理措施[J]. 福建建设科技, 2003, 0(1): 28-29 |
| |
| 作者姓名： | 林立军 |
| |
| 作者单位： | 福建省建设工程检测鉴定中心,350001 |
| |
| 摘 要： | 分析了造成了公路水泥稳定层弯沉值偏大的原因,并介绍了采用换填法和水泥压浆法使水稳层增强的施工工艺处理后弯沉值改善的效果。
|
| 关 键 词： | 高速公路 水稳层 弯沉值 治理措施 |
The Disposal Method for the Larger Water-stable Layer of Highway |
| |
| Lin Li- jun. The Disposal Method for the Larger Water-stable Layer of Highway[J]. Fujian Construction Science & Technology, 2003, 0(1): 28-29 |
| |
| Authors: | Lin Li- jun |
| |
| Affiliation: | Lin Li- jun |
| |
| Abstract: | The reason causing flexture value of the stable layer on the high side was analyzed in this papaer. And the construction technology of substitution method and cement mud- jark method is adopted to reinforce water- stable layer. After the disposal, the result of flexture value is effective. |
| |
| Keywords: | highway water- stable layer disposal method flexture value |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
