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| 水泥稳定碎石室外延迟试验研究 | |
| 引用本文： | 宿官忠,江治,朱毅军,贺玉龙.水泥稳定碎石室外延迟试验研究[J].城市管理与科技,2006,8(3):122-125. |
| 作者姓名： | 宿官忠 江治 朱毅军 贺玉龙 |
| 作者单位： | 1. 北京奥科瑞交通科技发展有限公司,北京,100176 2. 北京正成市政工程有限责任公司,北京,100176 3. 北京工业大学建工学院,北京,100022 |
| 摘 要： | 延迟时间是水泥稳定碎石基层施工关键控制因素。以北京京承高速公路水泥稳定碎石基层为研究对象,通过室外延迟试验,确定了各相关因素对混合料延迟强度的影响,并提出了具体的施工延迟控制时间,其结果可供同类型工程施工参考、借鉴。 |
| 关 键 词： | 水泥稳定碎石 基层 延迟时间 配合比 抗压强度 |
| 文章编号： | 1008-2271(2006)03-0122-04 |
| 修稿时间： | 2006年5月9日 |
A Laboratory Study on Outdoor Delay Time of Cement Stabilized Crushed Rock Base Course |
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| SU Guan-zhong,JIANG Zhi,ZHU Yi-jun,HE Yu-long.A Laboratory Study on Outdoor Delay Time of Cement Stabilized Crushed Rock Base Course[J].Municipal Administration & Technology,2006,8(3):122-125. | |
| Authors: | SU Guan-zhong JIANG Zhi ZHU Yi-jun HE Yu-long |
| Abstract: | The delay time is the key controlled factor in the construction techniques of cement stabilized rushed rock base.Taking the actual example as using cement stabilized crushed rock base in the Beijing-Chengde Expressway,through outdoor delay time experiment,the factors which have influenced on the delay compressive strength are analyzed,and the value of delay time which should be controlled in the construction are given.The results can be consulted in the similar projects. |
| Keywords: | cement stabilized rushed rock base course delay time mixture ratio compressive strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |