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用于散体材料桩骨料的大粒径再生碎石物理试验研究

Physical Properties Test Study on Large-grain Diameter Regeneration Gravel of Granular Material Pile

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【作者】 宁培淋杨锐蒋英礼刘浩

【Author】 Ning Peilin;Yang Rui;Jiang Yingli;Liu Hao;Cilvil Engineering,Guangdong Communication Polytechnic;Department of Architecture Engineering,Guangzhou Vocational College of Science and Technology;School of Civil and Transportation Engineering,Guangdong University of Technology;

【机构】 广东交通职业技术学院土木工程学院广州科技职业技术学院建筑工程系广东工业大学土木与交通工程学院

【摘要】 针对大粒径再生碎石,根据散体材料桩对骨料各项要求进行了物理试验分析,对比天然碎石、混合碎石和再生碎石的微粉含量含泥量、表观密度、吸水率、压碎指标、最大干密度等,对大粒径再生碎石应用于散体材料桩的适应性进行了分析,试验成果对大粒径再生碎石拓展应用具有促进作用。

【Abstract】 According to the aggregate requirements of granular material pile,physical tests of large-grain diameter regeneration gravel were conducted. Powder content,mud content,apparent density,water absorption,crushing index,maximum dry density were measured and compared to natural gravel,mixed gravel and regeneration gravel,the inherent mechanism of experimental phenomena is discussed,the thesis make an adaptability analyze on that regeneration gravel was suitable as aggregate of granular material pile. This results of tests have a promoting value to expand applications of large-grain diameter regeneration grave.

【基金】 广州市建设国家级科技思想库研究课题专项(2013SX012)
  • 【文献出处】 广东土木与建筑 ,Guangdong Architecture Civil Engineering , 编辑部邮箱 ,2015年01期
  • 【分类号】TU502;TU473.1
  • 【被引频次】3
  • 【下载频次】66
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