水泥稳定碎石混合料配合比的优化  

Mix Ratio Optimization Design of Cement Stabilized Macadam Based on Static Pressure Method and Vibration Method

作　　者：周卫峰[1] 赵可[2] 王德群[2] 许克学 

机构地区：[1]长安大学特殊地区公路工程教育部重点实验室,西安710064 [2]天津市市政工程研究院,天津300074

出　　处：《长安大学学报（自然科学版）》2006年第1期24-28,共5页Journal of Chang’an University(Natural Science Edition)

摘　　要：为提高半刚性基层的抗裂能力,根据抗裂能力最佳、强度满足要求的原则,分别用静压法及振动法进行了水泥稳定碎石混合料级配和配比的优化,并对优化结果进行了对比分析。试验结果表明,现场经振动压实的水泥稳定碎石混合料强度、抗裂特性与室内振动成型的混合料特性更趋于一致,用振动法优化的级配配比可显著提高半刚性基层的抗裂能力。In order to improve the anti-cracking performance of semi-rigid roadbase, the cement stabilized macadam＇s mix ratio was optimized with static pressure method and vibratory method respectively which based on the principles that antl-cracking performance is optimal and strength value meets the engineering demand. Test results indicate that it is more reasonable that using vibratory method experimental results to control construction quality, and using vibratory design method result can improve the anti cracking performance of semi rigid roadbase obviously. 8 tabs, 7 figs, 6 refs.

关 键 词：道路工程 水泥稳定碎石混合料 抗裂 强度 配合比 优化设计 振动法 静压法 

分 类 号：U414.1[交通运输工程—道路与铁道工程]