中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 1995, Vol. 14 ›› Issue (3): 27-34.

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Experimental Studyon Biaxial Compressive Strensth of Rolled Concrete

Li Jianling1,Zhu Fan2,Wang Kangping1   

  1. 1.Gezhouba Institute of Hydroelectricity Engin eering)Zhu Fan(Institute of Geotechnical Engineering of Chongqing Jianzhu Universyty;2.Gezhouba Institute of Hydroelectricity Engineeing
  • Received:1994-11-11 Revised:1994-11-11 Online:1995-09-15 Published:2015-04-15

双向受压应力作用下碾压砼强度的试验研究

李建林1,朱凡2,王康平1   

  1. 1.葛洲坝水电工程学院;2.重庆建筑大学岩土工程研究所
  • 作者简介:李建林,男,34岁,副教授
  • 基金资助:
    水利水电科学基金

Abstract: Experimental Study on the strength and deformat ion of rolled concrete is accompliShed in this paper,and a formulaswhch can be used to calculate the biaxial compressive strength and ullimate deformation of rolled con crete.

Key words: rolled concrcte, biaxial strength, deformation

摘要: 本文对处于双向受压应力作用下的碾压砼进行了试验研究,描述了双轴受压碾压砼的破坏规律,得到了双轴双压碾压砼强度的变化规律、变形特征,提出了用以计算双向受压碾压砼强度和极限受压变形的计算公式,最后与普通砼进行了比较,得出了一些很有意义的结论.

关键词: 碾压砼泥土, 双轴向强度, 变形

CLC Number: