| 采用振动击实法开展水泥稳定碎石基层标准试验的相关影响因素研究 |
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| 引用本文： | 袁斌,吕云青.采用振动击实法开展水泥稳定碎石基层标准试验的相关影响因素研究[J].中南公路工程,2013(3):104-107. |
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| 作者姓名： | 袁斌 吕云青 |
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| 作者单位： | [1]安徽省公路工程检测中心,安徽合肥230022 [2]安徽省黄山市徽州区分局,安徽黄山245061 |
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| 摘 要： | 采用振动压实法作为水泥稳定碎石基层的标准试验方法,比采用重型击实方法确定水泥稳定碎石基层的最大含水量和最大干密度,更符合实际工程中的振动碾压情况。本次研究振动压实法的静压力、激振力、振幅和振动频率等因素对水泥稳定碎石基层的最大含水量和最大干密度结果影响程度。
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| 关 键 词： | 振动压实法 因素 影响 水泥稳定碎石基层 标准试验 结果 |
Vibration Compaction Method in Cement Stabilized Macadam Base Course Standard Experiment Research of Related Factors |
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| Institution: | YUAN Bin1,LU Yunqing2(1.Anhui Testing Center for Highway Engineering,Hefei,Anhui 230022,China;2.Anhui province Huangshan City Huizhou District Branch Bureau,Huangshan,Anhui 245061,China) |
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| Abstract: | The vibrating compaction method in cement stabilized macadam base standard test methods,than using heavy compaction method for determining the cement stabilized macadam base maximum moisture content and maximum dry density,more consistent with the actual engineering situation of vibrating roller.The study of vibration compaction method of static pressure,vibration,vibration amplitude and frequency and other factors on the cement stabilized macadam maximum moisture content and maximum dry density result influence. |
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| Keywords: | Vibration compaction method factors influence cement stabilized macadam standard test results |
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