期刊文献+

高性能混凝土的抗压强度与收缩性能随龄期变化规律试验研究 被引量:3

Experimental investigation on time effects capability of high capability concrete
下载PDF
导出
摘要 以粉煤灰作为掺合料、低水灰质量比/水胶质量比的高性能混凝土为试验对象,对不同水灰质量比/水胶质量比和不同掺入量,从成型到180 d龄期内的抗压强度、弹性模量以及收缩(自收缩、单面干燥条件下的总收缩)的混凝土时效性能进行试验研究。研究成果可为工程施工提供参考。 Experiments were carried out, which were focused on studying the effects of fly ash replacement content and water- to- cementitious mass ratio on the time - dependent compressive strength, elastic modulus and shrinkages of concretes cured for a period from curing to 180 d after curing. Reliability and validity of the design was proved by a series of trail took action in local.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2008年第1期21-27,共7页 Journal of Railway Science and Engineering
基金 国家自然科学基金资助项目(50678064) 湖南省建设厅重点资助项目(20040316)
关键词 混凝土 粉煤灰 抗压强度 弹性模量 收缩 concrete fly ash compressive strength elasticmodulus shrinkage
  • 相关文献

参考文献11

  • 1Tazawa E, Miyazawa S. Influence of cement and admixture on autogenous shrinkage of cement paste[J]. Cement and Concrete Research, 1995, 25(2) : 281 - 287.
  • 2ACI Committee 209, Prediction of creep, shrinkage, and temperature effects in concrete structures (209R- 92)[ S].
  • 3CEB - FIP Model Code for Concrete Structures, 1990[ S].
  • 4GB/T50081-2002.普通混凝土力学性能试验方法标准[S].[S].,..
  • 5Radocea A. Autogenous volume change of concrete at very early age [J]. Magazine of Concrete Research, 1998, 50(2) : 107- 109.
  • 6Breu G K V. Numerical modeling of volume changes at early ages- potential, pilfalls and challenges [ J]. Materials and Structures, 2001, 34(5): 293- 301.
  • 7Lepage S, Balbaki M, Dallaire E, et al. Early shrinkage development in a high performance concrete[J]. Cement, Concrete and Aggregates, 1999, 21(2) : 31 - 35.
  • 8Davis H E. Autogenous volume change of concrete [ J]. ASTM, 1940,40:1103 - 1110.
  • 9高小建,巴恒静,祁景玉.混凝土水灰质量比与其早期收缩关系的研究[J].同济大学学报(自然科学版),2004,32(1):67-71. 被引量:18
  • 10高小建,巴恒静.加掺合料高性能混凝土早龄期收缩特性[J].哈尔滨工业大学学报,2004,36(12):1615-1618. 被引量:13

二级参考文献15

  • 1阎培渝,韩建国,徐志全.水胶比和组成对补偿收缩胶凝材料水化程度与水化产物的影响[J].铁道科学与工程学报,2004,1(2):1-5. 被引量:7
  • 2龙广成.[D].上海:同济大学,2004.
  • 3TAZAWA E, MIYAZAWA S. Influence of cement and admixture on autogenous shrinkage of cement paste [ J ]. Cement and Concrete Research,1995, 25(2): 281 -287.
  • 4LIM S N, WEE T H. Autogenous shrinkage of groundgranulated blast-furnace slag concrete [ J ]. ACI Materials Journal, 2000, 97(5): 587 -593.
  • 5BREUGEL K V. Numerical modeling of volume changes at early ages-potential, pitfalls and challenges [ J ]. Materials and Structures, 2001, 34(5): 293-301.
  • 6Dabic P,Krstulovic R,Rusic D.A new approach in mathematical modeling of cement hydration development[J].Cement and Concrete Research,2000,30(7):1017-1021.
  • 7Lilkov V,Dimitrovan E,Petrov O E.Hydration process of cement containing fly ash and silica fume:The first 24 hours[J].Cement and Concrete Research,1997,27(4):577-588.
  • 8Loukili A,Khelidj A,Richard P.Hydration kinetics,change of relative humidity,and autogenous shrinkages of ultra-high-strength concrete[J].Cem Concr Res,1999,29(4):577-584.
  • 9Durekovic A.Cement pastes of low water to solid ration:An investigation of the porosity characteristics under the influence of a superplasticizer and silica fume[J].Cement and Concrete Research,1995,25(3):365-375.
  • 10Richard P,Cheyrezy M.Composition of reactive powder concrete[J].Cement and Concrete Research,1995,25 (7):1501-1511.

共引文献178

同被引文献45

引证文献3

二级引证文献27

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部