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开级配混凝土空隙率设计方法研究
引用本文:赵朝华,陈小满,杨庆国,史林.开级配混凝土空隙率设计方法研究[J].交通标准化,2010(23):20-25.
作者姓名:赵朝华  陈小满  杨庆国  史林
作者单位:[1]重庆交通大学土木建筑学院,重庆400074 [2]广东省长大公路工程有限公司第三分公司,广东广州510623
摘    要:为了减少现有开级配混凝土空隙率设计中大量采用正交试验的盲目性和工程量,将理论分析与试验研究相结合,提出开级配空隙率混凝土的理论设计方法。试验结果表明,该设计方法能够正确指导开级配混凝土的空隙率和配合比设计,具有重要的理论意义和工程应用价值。

关 键 词:道路工程  空隙率设计  理论分析  开级配混凝土  透水

Research on Voidage Design Method of Open-graded Concrete
ZHAO Chao-hua,CHEN Xiao-man,YANG Qing-guo,SHI Lin.Research on Voidage Design Method of Open-graded Concrete[J].Communications Standardization,2010(23):20-25.
Authors:ZHAO Chao-hua  CHEN Xiao-man  YANG Qing-guo  SHI Lin
Institution:1.School of Civil Engineering and Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.The 3rd Branch of Guangdong Changda Highway Engineering Co.,Ltd.,Guangzhou 510623,China)
Abstract:In order to reduce the blindness and the bill quantities of a large number of orthogonal tests which are applied in the voidage design of existing open-graded concrete,it proposes theoretical design method of voidage of open-graded concrete via combining theoretical analysis and experimental verification.Experimental results show that the design method can correctly guide the design of a voidage and mixture ratio of open-graded concrete,which has important theoretical significance and engineering application value.
Keywords:road engineering  voidage design  theoretical analysis  open-graded concrete  permeability
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