JIANG Zhengwu,NEMKUMAR Banthia,SARAH Delbar.Effect of cellulose fiber on properties of self-compacting concrete with high-volume mineral admixtures[C]//Proceedings of the2nd International Symposium on Design,Performance and Use of Self-Consolidating Concrete,Hunan,China,2009:495–505. [2]LAHLOU D,AMAR K,SALAH K.Behavior of the reinforced concrete at cryogenic temperatures[J].Cryogenics,2007,47(9/10):517–525. [3]VANDEWALLE L.Bond between a reinforcement bar and concrete at normal and cryogenic temperatures[J].J Mater Sci Lett,1989,8(2):147–149. [4]郑敏升.福建液化天然气超低温储罐工程高性能砼的应用研究[J].福建建筑,2006,102(6):71–73.ZHENG MinSheng.Fujian Arch Construc(in Chinese),2006,102(6):71–73. [5]山根昭,赵克志.超低温混凝土[J].低温建筑技术,1980(1):60–63.SHAN Genzhao,ZHAO Kezhi.Low Temp Arch Technol(in Chinese),1980(1):60–63. [6]MONFORE G E.LENTZ A E.Physical properties of concrete at very low temperature[J].J PCA Res Devel Lab,1962,4(2):33–39. [7]邓寿昌,李克俭.超负低温混凝土的性质研究[J].低温建筑技术,2002(3):5–7.DENG Shouchang,LI Kejian.Low Temp Arch Technol(in Chinese),2002(3):05–07. [8]SUSANTA C.Aspects of the freezing process in a porous material–water system Part1.Freezing and the properties of water and ice[J].Cem Concr Res,1999,29(4):627–630. [9]BASCOM W D,COTTINGTON R L,SINGLETERRY C R.Ice adhesion to hydrophilic and hydrophobic surfaces[J].J Adhesion,1969,1(11):246–263.
