Air-void Parameters Measurement of Fresh Concrete

武汉理工大学学报-材料科学版(英文版), 2013, 28(1): 117-121. doi: 10.1007/s11595-013-0651-3

^1, , ^2, , ^3,

1.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China

2.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China;College of Material Science and Engineering, Chongqing University, Chongqing 400044, China

3.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China

基金项目: National Natural Science Foundation of China(50908229) the Technological Research and Development Programs of the Ministry of Railways(2008G031-N.2010G004-E)

Air-void Parameters Measurement of Fresh Concrete

LI Huajian ^1, , YANG Lu ^2, , XIE Yongjiang ^3,

1.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China

2.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China;College of Material Science and Engineering, Chongqing University, Chongqing 400044, China

3.Railway Engineering Research Institute, China Academy of Railway Science, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, Beijing 100081, China

Keywords： fresh concrete

参考文献

[1]	严捍东,孙伟,李钢.大掺量粉煤灰水工混凝土的气泡参数和抗冻性研究[J].工业建筑,2001(08):46-48,73.
[2]	黄孝蘅,许彩虹,王丽文.硬化混凝土中气泡性质对抗冻性影响的试验研究[J].中国港湾建设,2003(03):14-17.
[3]	胡江,黄佳木,李化建,谢永江.掺合料混凝土抗冻性能及气泡特征参数的研究[J].铁道建筑,2009(06):124-127.
[4]	L. Du;K. J. Folliard .Mechanisms of air entrainment in concrete[J].Cement and Concrete Research,2005(8):1463-1471.

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