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道路旧砼再生集料及其在路面中应用的试验研究 被引量：24

Properties of recycled road concrete aggregate and experimental study of its application on pavement
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摘要 采用合理的技术将回收的道路废旧砼破碎形成再生集料,可以作为一种再生资源加以利用.作者通过试验详细研究了再生集料的物理性质和力学性质,并对旧砼再生集料在路面基层和面层中的应用进行了研究.试验证明:道路旧水泥砼再生集料能够在道路的改建和新建中应用. <Abstrcat> The waste old road concrete can be crashed as recycled aggregate by taking rational techniques. The authors researched the physical and mechanical properties of recycled aggregate in detail through experiments, and based on it, study the its application on base course and the surface course in road pavement. According to the experiments, the conclusions can be easily drawn that recycled concrete aggregate can be used as aggregate in road pavement construction.
作者 杨庆国 易志坚 任超 应文宗 吕奖国
机构地区 重庆交通学院土木建筑学院 重庆市渝通公路工程总公司
出处 《重庆交通学院学报》 2005年第6期71-75,共5页 Journal of Chongqing Jiaotong University
基金 重庆市交通委员会基金项目(道路旧水泥砼再生利用研究)资助
关键词 道路旧砼 再生集料 再生集料水泥砼 再生集料沥青砼 old pavement concrete recycled aggregate recycled aggregate cement concrete recycled aggregate asphalt concrete
分类号 TU528.79 [建筑科学—建筑技术科学] TU528.42 [建筑科学—建筑技术科学]
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参考文献5

  • 1.中华人民共和国行业标准.公路工程集料试验规程[S].北京:人民交通出版社,2000..
  • 2孙振平,谭国强,王新友.再生混凝土技术[J].混凝土,1998(5):36-40. 被引量：46
  • 3罗蓉,冯光乐,凌天清.再生水泥混凝土研究综述[J].中外公路,2003,23(2):83-86. 被引量：53
  • 4Performance of Concrete Pavements Containing Recycled Concrete Aggregate[R]. Federal Highway Administration. 1997.
  • 5杨庆国 慕长春 蒙华.道路旧水泥混凝土的回收利用实验研究[C]..第四届国际道路和机场路面技术大会论文集[C].北京:人民交通出版社,2002.329-332.

二级参考文献15

  • 1[4]European Commission Directorate-General Environment (2000). Management of Construction and Demolition Waste[J]. n. pp. Online. Internet. January9, 2001.
  • 2[5]Transverse cracking in recycled concrete aggregate pavements[M]. (1996). Aberdeen's Concrete Constr., 41(7),570～575.
  • 3[6]Wojakowski, J. B., Fager, G. A., and Catron, M. A. (1995). Recycling of portl and cement concrete pavement[R]. Rep. FHWA-KS-95/3, Kansas Department of Transp ortation, Topeka, Kans.
  • 4[7]Chini, A., Kuo, S., Armaghani, J., and Duxbury, J., Test of Recycled Concrete Aggregate in Accelerated Test Track[J]. Journal of Transportation Engineering, 11/12, pp. 486～492,2001.
  • 5[8]Kuo, S., Mahgoub, H., and Nazef, A. Investigation of Recycled Concrete Made with Limestone Aggregate for A Base Course in Flexible Pavement[C]. the 81st TRB Annual Meeting, 2002.
  • 6[9]Saraf, C. L., and Majidzadeh, K. (1995). Utilization of recycled PCC aggregates for use in rigid and flexible pavements[R]. Rep. FHWA-OH-95/025, Ohio Department of Transportation, Columbus, Ohio.
  • 7[10]Sobhan, K., and Krizek, R. Resilient Rroperties and Fatigue Damage in a Stabilized Recycled Aggregate Base Course Material[C]. the 81st TRB Annual Meeting, 2002.
  • 8[11]Molenaar and Niekerk. Effects of Gradation, Composition and Degree of Compaction on the Mechanical Characteristics of Recycled Unbound Materials [C]. the 81st TRB Annual Meeting, 2002.
  • 9[12]Topcu, I. B., and Guncan, N. F. (1995). Using Waste Concrete as Aggregate[J]. Cement and Concrete Res., 25 (7), 1385～1390.
  • 10[13]Paul, R., and Warwick, R. (1996). Use of recycled crushed concrete for road pavement sub-base[C]. Proc., 18th ARRB Conf., Australia Road Research Board, Christchurch, N. Z., 2,93～106.

共引文献96

同被引文献128

引证文献24

二级引证文献51

重庆交通学院学报
2005年 第6期

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