Review on Effect of Mineral Admixture on Concrete Creep

Abstract

Abstract: Mineral admixture is one of the main measures to improve the properties of concrete, which has attracted the widespread attention of researchers. At present, a large number of studies have shown that the incorporation of mineral admixtures has a positive effect on the creep of concrete, but there is a lack of literatures to review and compare the effect of different types of mineral admixtures on creep of concrete. From the creep mechanism, the effects of single and compound mineral admixtures on creep of concrete, etc., the literatures were summarized and analyzed in order to provide references for further research.

Key words: mineral admixture, concrete, creep, mechanism

CLC Number:

TU528

HAN Chao, HE Zhihai, ZHAN Peimin, ZHANG Xiaoxiang, WOLDERUFAEL Yirgalem Fissiha. Review on Effect of Mineral Admixture on Concrete Creep[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2020, 39(12): 3753-3762.

References

[1] 周履,陈永春.收缩徐变[M].北京:中国铁道出版社,1994.
[2] 赵庆新,宋志彬,闫国亮,等.土木工程材料[M].北京:中国电力出版社,2010.
[3] 汪剑,方志.大跨预应力混凝土箱梁桥收缩徐变效应测试与分析[J].土木工程学报,2008,41(1):70-81.
[4] 胡红梅,马保国.混凝土矿物掺合料[M].北京:中国电力出版社,2016.
[5] 李金昌,李健.粉煤灰在混凝土中的应用[J].图书情报导刊,2003,13(5):127-128.
[6] Kim S M, Won M C. Effect of bond stress and slip model for continuously reinforced concrete pavements[J]. KSCE Journal of Civil Engineering, 1998, 2(1): 13-22.
[7] 佟建楠.矿物掺合料对三种尺度水泥基材料徐变性能的影响分析[D].秦皇岛:燕山大学,2013.
[8] 高少彬.利用矿物掺合料抑制桥梁混凝土徐变的研究与应用[D].秦皇岛:燕山大学,2016.
[9] 秦鸿根,潘钢华,孙伟.掺粉煤灰高性能桥用混凝土变形性能研究[J].东南大学学报(自然科学版),2002,32(5):779-782.
[10] 邹建喜,李显金,迟培云.粉煤灰混凝土的变形性能研究[J].混凝土,2003(6):38-39+49-58.
[11] 赵庆新,孙伟,郑克仁,等.粉煤灰掺量对高性能混凝土徐变性能的影响及其机理[J].硅酸盐学报,2006,34(4):446-451.
[12] 李北星,田晓彬,关爱军,等.鄂东长江公路大桥宽箱梁C55高性能混凝土试验研究[J].中国港湾建设,2009,29(6):42-44+75.
[13] 刘立,赵顺增,李娟,等.矿物外加剂对轻集料混凝土变形性能的影响[J].中国建材科技,2009,18(4):19-24.
[14] 万纯斌,唐凯,何伟兵,等.九江长江公路大桥索塔高性能粉煤灰混凝土的早期抗裂与长期变形性能[J].公路,2012,57(9):168-172.
[15] 蒙玮,汪兴达,庄庆平,等.矿物掺合料对箱梁混凝土长期变形性能的影响研究[J].铁道建筑,2014,54(9):134-136.
[16] 曹健,王元丰,安小平,等.轴心受压粉煤灰混凝土构件徐变系数研究[J].中国公路学报,2015,28(3):73-81.
[17] 吴国光.洣水河特大桥C50高强高性能混凝土徐变性能试验研究[J].铁道科学与工程学报,2015,12(2):303-308.
[18] 邓宗才,徐海宾,李辉,等.高性能混凝土徐变规律的试验研究[J].北京工业大学学报,2013,39(6):897-901.
[19] 叶建雄,陈勇,严小康.早龄期加载对粉煤灰混凝土变形及强度的影响[J].土木建筑与环境工程,2016,38(5):115-121.
[20] Harinadha R D, Ramaswamy A. Experimental and numerical modeling of creep in different types of concrete[J]. Heliyon, 2018, 4(7): e00698.
[21] 赵庆新,孙伟,缪昌文,等.磨细矿渣和粉煤灰对高性能砼徐变性能的影响[J].武汉理工大学学报,2005,27(11):35-38.
[22] 刘娟,徐怡,张细和.超高粉煤灰掺量水工混凝土徐变及预测分析[J].人民黄河,2015,37(8):133-136.
[23] 钱桂枫,何智海,钱春香.沪杭客专特大桥主梁混凝土徐变性能研究[J].世界桥梁,2010,38(3)43-46.
[24] 李北星,周明凯,王稷良.巴东长江大桥主梁C60高性能混凝土的研究与应用[J].世界桥梁,2008,36(2):51-54.
[25] 赵华耕,彭劲,周明凯.粉煤灰、矿粉对高性能混凝土体积稳定性的影响[J].武汉理工大学学报,2005,27(7):36-38.
[26] 赵志方,李超,张振宇,等.超高掺量粉煤灰大坝混凝土早龄期抗裂性研究[J].水力发电学报,2016,35(7):112-119.
[27] 罗素蓉,黄海生,郑建岚.再生骨料混凝土徐变性能试验研究[J].建筑结构学报,2016,37(s2):115-120.
[28] 黄海生,郑建岚.粉煤灰和矿粉对再生混凝土徐变性能影响的研究[J].福州大学学报(自然科学版),2017,45(2):206-211.
[29] 吴彬,张璐明,张美玲,等.100 MPa粉煤灰高性能混凝土的研究[J].粉煤灰,2002,14(3):7-9.
[30] 晁鹏飞,郑建岚.自密实混凝土徐变性能试验研究[J].建筑结构学报,2010,31(2):99-103.
[31] 张云国,吴熙,毕巧巍.自密实轻骨料混凝土的收缩与徐变性能[J].材料科学与工程学报,2014,32(1):35-39.
[32] Bouzoubaa N, Zhang M H, Malhotra V M. Mechanical properties and durability of concrete made with high-volume fly ash blended cements using a coarse fly ash[J]. Cement and Concrete Research, 2001, 31(10): 1393-1402.
[33] 李益进,周士琼,尹健,等.超细粉煤灰高性能混凝土的力学性能[J].建筑材料学报,2005,8(1):23-29.
[34] 余峰,夏燕.超细粉煤灰高强混凝土的综合性能研究[J].武汉理工大学学报,2008,30(5):32-34.
[35] Zhao Q X, Liu X C, Jiang J Y. Effect of curing temperature on creep behavior of fly ash concrete[J]. Construction and Building Materials, 2015, 96: 326-333.
[36] Li J Y, Yao Y. A study on creep and drying shrinkage of high performance concrete[J]. Cement and Concrete Research, 2001, 31(8): 1203-1206.
[37] 邹超英,王勇,胡琼.再生混凝土徐变度试验研究及模型预测[J].武汉理工大学学报,2009,31(12):94-98.
[38] 赵庆新,孙伟,缪昌文,等.磨细矿渣掺量对混凝土徐变性能的影响及其机理(英文)[J].硅酸盐学报,2009,37(10):1760-1766.
[39] 赵庆新.矿物掺合料对高性能混凝土徐变性能的影响及机理[D].南京:东南大学,2007.
[40] 赵庆新,孙伟,郑克仁,等.水泥,磨细矿渣,粉煤灰颗粒弹性模量的比较[J].硅酸盐学报,2005,33(7):837-841.
[41] Lee J H, Yoon Y S. The effects of cementitious materials on the mechanical and durability performance of high-strength concrete[J]. KSCE Journal of Civil Engineering, 2015, 19(5): 1396-1404.
[42] 欧阳华林,苏祖平,徐明.大掺量磨细矿渣粉高性能混凝土的试验研究[J].世界桥梁,2006,34(1):56-58.
[43] 欧阳华林,白山云.高性能混凝土收缩徐变性能的试验研究[J].桥梁建设,2006,36(2):4-6.
[44] 陈灿明,黄卫兰,王宏,等.大跨径桥梁高强混凝土收缩徐变特性研究[J].水利水运工程学报,2010(4):62-67.
[45] Al-Khaja W A. Strength and time-dependent deformations of silica fume concrete for use in Bahrain[J]. Construction and Building Materials, 1994, 8(3): 169-172.
[46] Li H, Wee T H, Wong S F. Early-age creep and shrinkage of blended cement concrete[J]. ACI Materials Journal, 2002, 99(1): 3-10.
[47] Mazloom M, Ramezanianpour A A, Brooks J J. Effect of silica fume on mechanical properties of high-strength concrete[J]. Cement and Concrete Composites, 2004, 26(4): 347-357.
[48] le Roy R, de Larrard F. Creep and shrinkage of high-performance concrete: the LCPC experience[C]. Chapman & Hall, 1993: 499-499.
[49] Buil M, Acker P. Creep of a silica fume concrete[J]. Cement and Concrete Research, 1985, 15(3): 463-466.
[50] Wedding P A, Carette G G, Malhotra V M. Mechanical properties, durability, and drying shrinkage of Portland cement concrete incorporating silica fume[J]. Cement, Concrete and Aggregates, 1983, 5(1): 3.
[51] Tazawa E, Yonekura A. Drying shrinkage and creep of concrete with condensed silica fume[EB/OL]. 1986. https://www.researchgate.net/publication/279577055_DRYING_SHRINKAGE_AND_CREEP_OF_CONCRETE_WITH_CONDENSED_SILICA_FUME.
[52] Hooton R D. Influence of silica fume replacement of cement on physical properties and resistance to sulfate attack, freezing and thawing, and alkali-silica reactivity[J]. ACI Materials Journal, 1993, 90(2): 143-151.
[53] Berry E E, Hemmings R T, Zhang M H, et al. Fourth international conference on fly ash, silica fume, slag, and natural pozzolans in concrete: Supplemental proceedings[R]. Electric Power Research Inst, 1992.
[54] Khatri R P, Sirivivatnanon V, Gross W. Effect of different supplementary cementitious materials on mechanical properties of high performance concrete[J]. Cement and Concrete Research, 1995, 25(1): 209-220.
[55] Rafat S, Mohammad I K. Supplementary cementing materials[M]. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011.
[56] 刘来宝.掺锂渣C50高性能混凝土的力学与徐变性能[J].公路,2012,57(6):216-218.
[57] 张喜娥.锂渣对混凝土徐变的影响[J].硅酸盐通报,2018,37(3):856-860+867.
[58] He Z H, Li L Y, Du S G. Mechanical properties, drying shrinkage, and creep of concrete containing lithium slag[J]. Construction and Building Materials, 2017, 147: 296-304.
[59] Brooks J J, Johari M A M. Effect of metakaolin on creep and shrinkage of concrete[J]. Cement and Concrete Composites, 2001, 23(6): 495-502.
[60] dos Santos S B, da Silva Filho L C P, Luiz Calmon J. Early-age creep of mass concrete: effects of chemical and mineral admixtures[J]. ACI Materials Journal, 2012, 109(5): 537-544.
[61] He Z H, Li L Y, Du S G. Creep analysis of concrete containing rice husk ash[J]. Cement and Concrete Composites, 2017, 80: 190-199.
[62] Adamu M. Effect of crumb rubber and nano silica on the creep and drying shrinkage of roller compacted concrete pavement[J]. International Journal of GEOMATE, 2018, 15(47): 58-65.
[63] He Z H, Zhan P M, Du S G, et al. Creep behavior of concrete containing glass powder[J]. Composites Part B: Engineering, 2019, 166: 13-20.
[64] 王安岭,段遵莉,杨玉根,等.复合矿渣掺合料高性能混凝土的研究与应用[J].施工技术,2005,34(4):24-26.
[65] 张小龙,曾馨花,张会苹,等.复掺矿物掺合料混凝土性能试验研究[J].铁道建筑,2015,55(9):121-124.
[66] 仲新华,雷俊卿.铁路箱梁低收缩徐变高性能混凝土的研究[J].铁道建筑,2008,48(10):28-30.
[67] 谢友均,马昆林,刘宝举,等.复合超细粉煤灰混凝土的徐变性能[J].硅酸盐学报,2007,35(12):1636-1640.
[68] 胡红梅,余彬彬,陈健.海工高耐久自密实混凝土的研制[J].新型建筑材料,2010,37(11):5-7+14.
[69] 何智海,钱春香,钱桂枫,等.等强度下混凝土组分对徐变性能的影响[J].功能材料,2011,42(5):925-927+932.
[70] 王喆,王栋民.不同复合矿物掺合料对混凝土长期性能的影响差异[J].硅酸盐通报,2015,34(8):2392-2397.
[71] 阎培渝,周智凯,刘卫未,等.高强自密实混凝土徐变特性的研究[J].工业建筑,2016,46(9):108-111.
[72] 李顺凯,屠柳青,张国志.金塘大桥预制箱梁海工混凝土配制与性能研究[J].中国港湾建设,2008,28(2):38-40.
[73] 闫小虎,石妍,杨华全.观音岩水电站常态混凝土变形性能试验研究[J].人民长江,2011,42(s2):138-141.
[74] 何山青,杨新武.双掺偏高岭土和石灰石粉对桥用混凝土徐变的影响[J].中外公路,2014,34(6):215-217.
[75] Bjegovic D, Stirmer N, Serdar M. Durability properties of concrete with blended cements[J]. Materials and Corrosion, 2012, 63(12): 1087-1096.
[76] 樊俊江,於林锋,管文,等.预制构件用C100高强混凝土配合比研究[J].混凝土与水泥制品,2017(10):24-28.