|
|||||
|
|
| 沥青稳定碎石ATB-30沥青路面配合比设计与施工 | |
| 引用本文： | 郭彦群. 沥青稳定碎石ATB-30沥青路面配合比设计与施工[J]. 交通标准化, 2006, 0(9): 49-53 |
| 作者姓名： | 郭彦群 |
| 作者单位： | 邢台市路桥建设总公司,河北,邢台,054000 |
| 摘 要： | 通过对沥青稳定碎石ATB-30（以下简称沥青碎石）柔性基层的施工叙述，总结一些经验和相关数据，可为今后该结构层更好地推广应用提供参考依据。 |
| 关 键 词： | 沥青碎石 GTM法配合比设计 施工 |
| 文章编号： | 1002-4786（2006）09-0049-04 |
| 收稿时间： | 2006-03-06 |
| 修稿时间： | 2006-03-06 |
Design and Construction of Asphalt Detritus ATB-30Asphalt Road Surface Cooperation Ratio |
|
| GUO Yan-qun. Design and Construction of Asphalt Detritus ATB-30Asphalt Road Surface Cooperation Ratio[J]. Communications Standardization, 2006, 0(9): 49-53 | |
| Authors: | GUO Yan-qun |
| Affiliation: | Road and Bridge Construction Head Company of Xingtai, Xingtai 054000, China |
| Abstract: | Through narrating the construction of flexible foundations of asphalt static detritus and summarizing experience and concering datas can provide important references to the furture use of this structure. |
| Keywords: | asphalt detritus GMT cooperate ratio design constructon |
| 本文献已被 维普 万方数据 等数据库收录！ | |