寒区再生集料水泥稳定碎石路基的力学和温缩性能
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Mechanical and temperature shrinkage properties of recycled aggregate cement stabilized macadam subgrade in cold regions
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图8. 掺ITS的水泥稳定碎石(RAP=25%)温缩系数随温度循环次数的变化 |
Fig. 8. Variation of temperature shrinkage coefficient of cement stabilized macadam mixed with ITS (RAP=25%) with number of temperature cycles |
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