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级配碎石加铺层的压实特性研究
引用本文:农卓松,王淑英.级配碎石加铺层的压实特性研究[J].西部交通科技,2011(5):30-33.
作者姓名:农卓松  王淑英
作者单位:1. 广西贵港公路管理局,广西贵港,537100
2. 广西交通科学研究院,广西南宁,530007
摘    要:现场碾压工艺是影响级配碎石层压实特性的重要因素。文章基于大量现场跟踪检测数据,研究了级配碎石层碾压过程中混合料空间结构组成、压实度、厚度随碾压遍数增加的变化规律。研究表明,合理的碾压次数能使级配碎石混合料形成"骨架-密实"空间结构体;级配碎石层压实度随碾压次数的增加呈"自然对数式"增长;级配碎石摊铺层越厚越易获得较高的压实度,宜取20 cm。

关 键 词:级配碎石  压实特性  研究

Study on Compaction Property of Unbound Aggregate Overlay
NONG Zhuo-song,WANG Shu-ying.Study on Compaction Property of Unbound Aggregate Overlay[J].Western China Communication Science & Technology,2011(5):30-33.
Authors:NONG Zhuo-song  WANG Shu-ying
Institution:NONG Zhuo-song1,WANG Shu-ying2(1.Guangxi Guigang Bureau of Road Management,Guigang,Guangxi,537100,2.Guangxi Transportation Research Institute,Nanning,530007,3.School of Traffic and Transportation Engineering,Changsha University of Science and Technology,Changsha,Hunan,410004)
Abstract:On-field compaction technology is a important factor that affect the compaction property of unbound aggregate.Based on massive tracking and investigation data,the article studies the composition,compaction degree,thickness of unbound aggregate.The result shows that a reasonable number of times of compaction can help the unbound aggregate form a bone-dense space structure.The compaction degree increases exponentially with the number of times.The thicker of the paving layer,the higher the compaction degree is...
Keywords:Unbound aggregate  Compaction property  Study  
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