| 论抗裂水泥稳定碎石基层的配合比设计 |
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| 引用本文： | 丁丽枝. 论抗裂水泥稳定碎石基层的配合比设计[J]. 山西建筑, 2009, 35(25): 186-188 |
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| 作者姓名： | 丁丽枝 |
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| 作者单位： | 安徽省滁州市公路勘测设计院,安徽滁州,239000 |
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| 摘 要： | 通过阐述水泥稳定碎石基层的优缺点及半刚性基层设计中需解决的问题,结合实际,从级配、成型方法等方面分析了水泥稳定碎石基层的配合比设计,从而保证水泥稳定碎石路面基层满足设计要求。
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| 关 键 词： | 水泥稳定碎石 半刚性基层 配合比设计 成型方法 |
Mix proportion design of anti-crack cement stabilization macadam base |
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| DING Li-zhi. Mix proportion design of anti-crack cement stabilization macadam base[J]. Shanxi Architecture, 2009, 35(25): 186-188 |
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| Authors: | DING Li-zhi |
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| Affiliation: | DING Li-zhi |
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| Abstract: | The advantages and disadvantages of cement stabilization macadam base and questions needing to be resolved in semi rigid stabilized base design are discussed.Combined with practical work,from gradation,modeling method and other aspects mix proportion design of anti-crack cement stabilization macadam base is analyzed,in order to ensure the quality of cement stabilization macadam base to meet design requirements. |
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| Keywords: | cement stabilization macadam semi rigid stabilized base mix proportion design modeling method |
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