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世界上强度最高的混凝土 被引量:2

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摘要 近年来国外开发出一种活性粉混凝土 ,其抗压强度可高达 2 0 0 MPa。尽管其价格是较高的 ,但是在用钢材的地方用活性粉混凝土来取代 ,是比较经济的。
作者 许贤敏
出处 《公路》 北大核心 2000年第11期52-55,共4页 Highway
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参考文献3

  • 1[1]Bonneau O,Poulin C,Dugat J,Richard P and Aitcin P C.Reactive Powder Concretes:From Theory to Practice.Concrete International,Vol.18,No.4,Apr.1996.
  • 2[2]Richard P and Cheyrezy M H.Reactive Powder Concretes with High Ductility and 200 ~ 800 MPa Conpressive Strength.Concrete Technology:Past,Present and Future.SP.-144,American Concrete Institute,Detroit,1994.
  • 3[3]Richard P and Cheyrezy M H.Composition of Reactive Powder Concretes.ACI International Workshop on High Strength Concrete,Bangkol,Nov.1994,SP-159,American Conerete Institute,Detroit,1996.

同被引文献26

  • 1施韬,陈宝春,施惠生.掺矿渣活性粉末混凝土配制技术的研究[J].材料科学与工程学报,2005,23(6):867-870. 被引量:29
  • 2刘娟红,宋少民.颗粒分布对活性粉末混凝土性能及微观结构影响[J].武汉理工大学学报,2007,29(1):26-29. 被引量:23
  • 3Pierre Richard and Marcel Cheyrezy. Composition of Reactive Powder Concretes[ J ]. Cement and Concrete Research, Vol. 25, No 7, 1995 :1501 - 1511.
  • 4Marcel Cheyrezy. Structural Applications of RPC [J]. Concrete, January 1999:20 -23.
  • 5Eric Dallaire, Pierre - Claude Aitcin and Mohamed Lachemi. High -performance Powder[J]. Civil Engineer, January 1998 : 49 - 51.
  • 6J. Dugat, N. Roux and G. Bemier. Mechanical Properties of Reactive Powder Concretes [ J ]. Materials and Structures, Vol. 29, May 1996 :233 - 240.
  • 7Pierre Richard, Marcel Cheyrezy and Dugat, J.. Pretensioned Beam Without Conventional Reinforcing[J]. FIP Notes. 1995/1:2 - 3.
  • 8ADELINE, R. and BEHLOUL, M. High Ductility Beams Without Passive Reinforcement[A]. 4th International Symposium on Utilization of High Strength/High - Performance Concrete[ C ]. Paris,1996.
  • 9Pierre Richard. Reactive Powder Concrete : A New Ultra - High Suength Cementitious Material [ A ]. In: The 4th International Symposium on Utilization of High Strength/High Performance Concrete[C]. Paris, 1996.
  • 10William M. Dowd, Christophe E. Dauriac and Regis Adeline. Reactive Powder Concrete for Bridge Construction[J]. Materials and Construction, pp: 359 - 366.

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