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骨架密实型水泥稳定碎石基层的收缩性能
引用本文:朱梦良,刘伟.骨架密实型水泥稳定碎石基层的收缩性能[J].长沙理工大学学报(自然科学版),2009,6(2):7-12.
作者姓名:朱梦良  刘伟
作者单位:长沙理工大学,交通运输工程学院,湖南,长沙,410004
基金项目:湖南省交通厅科研项目 
摘    要:研究了3种级配水泥稳定碎石的无侧限抗压强度、干燥收缩性能和不同龄期的温度收缩性能.由强度试验确定了性价比优良的水泥用量为4.0%.骨架密实型级配的干燥收缩和温度收缩性能优于另外2种级配.研究结果表明,不同级配对混合料性能具有较大影响;在满足基层强度要求的前提下,控制细集料用量可以明显改善基层抗收缩性能.

关 键 词:水泥稳定碎石  级配  干燥收缩  温度收缩

Shrinkage of cement stabilized macadam base course
ZHU Meng-liang,LIU Wei.Shrinkage of cement stabilized macadam base course[J].Journal of Changsha University of Science and Technology:Natural Science,2009,6(2):7-12.
Authors:ZHU Meng-liang  LIU Wei
Institution:School of Communications and Transportation Engineering;Changsha University ofScience and Technology;Changsha 410004;China
Abstract:This paper studied the unconfined compressive strength,the drying shrinkage performance and the temperature shrinkage performance at different ages of three gradations of cement stabilized macadam.Structural tests were analyzed to obtain a reasonable Cement content as 4.0% in a fine performance-price-ratio.Dry Shrinkage and Temperature-Shrinkage of the dense framework structure surpasses other two kinds of gradations.The research results indicated different graduations can affect the mixtures performance gr...
Keywords:cement stabilized macadam  aggregate gradation  dry shrinkage  temperature contraction  
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