半刚性路面基层养生期实验研究  

Experimental Study on the Curing Period of Semi-rigid Pavement Base

作　　者：苏晓玲 杨彦龙 焦继凯 SU Xiaoling;YANG Yanlong;JIAO Jikai(Shanghai Interlink Road&Bridge Engineering Co.,Ltd.,Guilin 541214,Guangxi,China)

机构地区：[1]上海远通路桥工程有限公司,广西桂林541214

出　　处：《工程技术研究》2024年第6期42-44,共3页Engineering and Technological Research

摘　　要：文章介绍了一种实验方法,用于评估半刚性路面基层养生期的效果。该方法采用实验室模拟养生环境,通过观测和分析基层材料在不同养生时间下的力学性能、收缩性能和耐久性等指标,量化养生期对基层性能的影响。实验结果表明,适当的养生期对提高半刚性路面基层的各项性能具有显著作用。文章研究内容为优化基层材料设计和施工工艺提供了理论依据。This paper introduces an experimental method to evaluate the effect of semi-rigid pavement base curing period.This method uses the laboratory to simulate the curing environment.By observing and analyzing the mechanical properties,shrinkage properties and durability of the base material under different curing time,the influence of the curing period on the base performance is quantified.The experimental results show that the appropriate curing period has a significant effect on improving the performance of semi-rigid pavement base.The research content of this paper provides a theoretical basis for optimizing the design and construction technology of base material.

关 键 词：半刚性路面基层 养生期 力学性能 收缩性能 

分 类 号：U416[交通运输工程—道路与铁道工程]