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寒区再生集料水泥稳定碎石路基的力学和温缩性能
张立群1,2(), 张学峰2(), 崔宏环1,2
Mechanical and temperature shrinkage properties of recycled aggregate cement stabilized macadam subgrade in cold regions
Liqun ZHANG1,2(), Xuefeng ZHANG2(), Honghuan CUI1,2

图11. 掺RAP的水泥稳定碎石(ITS=60%)累计温缩应变随温度循环次数的变化

Fig. 11. Variation of cumulative temperature shrinkage strain of cement stabilized macadam mixed with RAP (ITS=60%) with number of temperature cycles: cooling stage (a) and heating stage (b)