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| 水稳碎石基层采用振动法成型强度大幅提高 | |
| 引用本文： | 邵子春,王忠强,王阔,庞云鹏. 水稳碎石基层采用振动法成型强度大幅提高[J]. 北方交通, 2008, 0(3): 53-54 |
| 作者姓名： | 邵子春 王忠强 王阔 庞云鹏 |
| 作者单位： | 1. 辽阳市公路规划设计院,辽阳,111000 2. 大石桥市路桥建设总公司,大石桥,115100 3. 辽宁省交通科学研究院,沈阳,110015 4. 沈阳市皇姑区道路养护管理处,沈阳,110036 |
| 摘 要： | 水泥稳定碎石基层是我国常用的基层结构型式,但存在水泥剂量与抗压强度成正比上升的因素,导致干缩裂缝增多的不利现象.介绍了采用振动成型法理论来代替传统静压成型法理论的比较结果,并从理论和实际操作加以说明. |
| 关 键 词： | 道路工程 水泥稳定碎石基层 振动法成型 效果 |
| 文章编号： | 1673-6052(2008)03-0053-02 |
Strength Forming the Cement Stabilized Macadam Base by Vibrating Method Is by Big Margin Increased |
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| SHAO Zi-chun. Strength Forming the Cement Stabilized Macadam Base by Vibrating Method Is by Big Margin Increased[J]. , 2008, 0(3): 53-54 | |
| Authors: | SHAO Zi-chun |
| Affiliation: | SHAO Zi-chun and others |
| Abstract: | Cement-stabilized macadam base is a common structural type of cement-stabilized macadam base in our country,but there exist a factor that the cement dose depends directly on compression stregth,leading to addition of desiccation fissure.The paper introduces comparative results of theory forming by vibrating method with one forming by traditional static pressuring method,and explains them from theory and practical operation. |
| Keywords: | Road engineering Cement-stabilized macadam base Formation by vibrating method Effect |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |