摘要
依托康平修孔线项目,通过试验,结果表明:固化碎石土配合比及其力学指标满足现有规范对三四级公路技术要求。重点讨论了固化剂的稀释比例与固化碎石土的集中厂拌,研究了一套较完整的固化碎石土底基层施工工艺,为类似工程底基层施工提供参考。
Relying on the hole line construction project for Kangping region,the municipal experimental result shows that,the mix proportion of curing gravel soil and its mechanics index can meet the technical requirements for third-class and fourth-class highways of the current standard. The dilution rate of curing agent and centralized plant mixing of curing gravel soil are discussed emphatically,and the research on a complete set of construction technology of curing gravel soil subbase course is made,so as to provide reference for the subbase course construction of similar project.
引文
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