| 高等级道路二灰碎石基层的级配分析 |
| |
| 引用本文： | 孙海娟.高等级道路二灰碎石基层的级配分析[J].结构工程师,2007,23(2):85-89. |
| |
| 作者姓名： | 孙海娟 |
| |
| 作者单位： | 同济大学结构工程与防灾研究所,上海,200092 |
| |
| 摘 要： | 二灰碎石混合料的材料组成与其强度特性、变形特性有着密切的关系.对不同掺量的二灰混合料的各种性能进行认真分析,对材料组成进行精心设计,对主要影响路面收缩及反射裂缝的原因进行研究,并在施工过程中精心组织,结果证明新元南路道路工程的二灰碎石配合比设计是合理的.
|
| 关 键 词： | 高等级道路 二灰碎石 配合比设计 施工 |
| 收稿时间： | 2006-12-18 |
| 修稿时间： | 2006年12月18 |
Analysis of Lime-Flyash-Macadam Mixture Gradation for High-Grade Roads |
| |
| SUN Haijuan.Analysis of Lime-Flyash-Macadam Mixture Gradation for High-Grade Roads[J].Structural Engineers,2007,23(2):85-89. |
| |
| Authors: | SUN Haijuan |
| |
| Abstract: | The material composition of lime-flyash-macadam mixture has close relations with strength performance and deformation performance. This article carries on the earnest analysis to different lime-flyash-macadam mixture performance, carefully carries on the design to the material composition, conducts the research on the major reason that effects road suaface contraction and the reflection crack. Through careful organization in construction, the result proves that lime-flyash-macadam mixture proportion design for Singapore Dollar South road is reasonable. |
| |
| Keywords: | high-grade road lime-flyash-macadam mixture proportion design construction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
