[1] 周翔.高性能混凝土长期暴露下的耐久性研究[J].陕西水利,2023(8):187-189.
[2] 苏志宝.高寒地区高模量沥青混凝土路面应用研究[J].中国建材科技,2020,29(4):62-63,61.
[3] 中国混凝土与水泥制品协会超高性能水泥基材料与工程技术(CCPA-UHPC)分会.2022年中国超高性能混凝土(UHPC)技术与应用发展报告(上)[J].混凝土世界,2023(7):19-27.
[4] 王军委,李秋义,郭远新,等.超高强混凝土的力学性能研究[J].混凝土,2015(5):34-36.
[5] WANG D,SHI C,WU Z,et al.A review on ultra high performance concrete: PartⅡ.Hydration, microstructure and properties[J].Construction and Building Materials,2015,96:368-377.
[6] 孙浩.一种新型固废粉煤灰泡沫混凝土的制备及性能研究[D].呼和浩特:内蒙古工业大学,2022.
[7] 张红.“双碳”目标下混凝土行业的高质量发展之路[J].混凝土世界,2021(9):14-17.
[8] SONG Q,YU R,WANG X,et al.A novel self-compacting ultra-high performance fibre reinforced concrete (SCUHPFRC) derived from compounded high-active powders[J].Construction and Building Materials,2018,158:883-893.
[9] HUANG H,GAO X,WANG H,et al.Influence of rice husk ash on strength and permeability of ultra-high performance concrete[J].Construction and Building Materials,2017,149:621-628.
[10] 赵筠,廉慧珍,金建昌.钢-混凝土复合的新模式——超高性能混凝土(UHPC/UHPFRC)之一:钢-混凝土复合模式的现状、问题及对策与UHPC发展历程[J].混凝土世界,2013(10):56-69.
[11] 赵筠,廉慧珍,金建昌.钢-混凝土复合的新模式——超高性能混凝土(UHPC/UHPFRC)之二:配制、生产与浇筑,水化硬化与微观结构,力学性能[J].混凝土世界,2013(11):60-71.
[12] DE-LARRARD F,SEDRAN T.Optimization of ultra-high-performance concrete by the use of a packing model[J].Cement and Concrete Research,1994,24(6):997-1009.
[13] WILLE K,NAAMAN A E,PARRA-MONTESINOS G J J A M J.Ultra-high performance concrete with compressive strength exceeding 150 MPa(22 ksi): A simpler way[J].Aci Materials Journal,2011,108:46-54.
[14] 胡翱翔,梁兴文,李东阳,等.超高性能混凝土配合比设计及其受拉性能[J].湖南大学学报(自然科学版),2018,45(3):39-46.
[15] BECHE H H.Densified cement/ultrafine particle-based materials[C]//Cement-og Betonlaboratoriet.Proceedings of the 2nd International Conference on Super Plasticizers in Concrete.Ottawa:Aalborg Portland,1981:10-25.
[16] FURNAS C C.Flow of gases through beds of broken solids[M].United States:US Government Printing Office,1929.
[17] LARRARD F D.Concrete mixture proportioning: a scientific approach[M].United States:CRC Press,1999.
[18] STOVALL T,DE-LARRARD F,BUIL M J P T.Linear packing density model of grain mixtures[J].Powder Technology,1986,48(1):1-12.
[19] FULLER W B,THOMPSON S E.The laws of proportioning concrete[J].Transactions of the American Society of Civil Engineers,1907,59(2):67-143.
[20] ANDREASEN A J K Z.Ueber die beziehung zwischen kornabstufung und zwischenraum in produkten aus losen kornern(mit einigen experimenten)[J].Kolloid-Zeitschrift,1930,50:217-228.
[21] YU R,SPIESZ P,BROUWERS H J C,et al.Mix design and properties assessment of ultra-high performance fibre reinforced concrete(UHPFRC)[J].Cement and Concrete Research,2014,56:29-39.
[22] YU Q,SPIESZ P,BROUWERS H J C,et al.Development of cement-based lightweight composites-Part 1: mix design methodology and hardened properties[J].Cement and Concrete Composites,2013,44:17-29.
[23] 余睿,范定强,水中和,等.基于颗粒最紧密堆积理论的超高性能混凝土配合比设计[J].硅酸盐学报,2020,48(8):1145-54.
[24] RUI Y,KANGNING L,TIANYI Y,et al.Comparative study on the effect of steel and polyoxymethylene fibers on the characteristics of ultra-high performance concrete(UHPC)[J].Cement and Concrete Composites,2022,127:104418.
[25] KHAYAT K H,MEHDIPOUR I.Design and performance of crack-free environmentally friendly concrete“crack-free eco-crete”[R].Missouri University of Science and Technology,United States:Center for Transportation Infrastructure and Safety,2014.
[26] HUNGER M.An integral design concept for ecological self-compacting concrete[D].Eindhoven:Technische Universiteit Eindhoven,2010.
[27] WANG J,YU R,JI D,et al.Effect of distribution modulus(q) on the properties and microstructure development of a sustainable ultra-high performance concrete(UHPC)[J].Cement and Concrete Composites,2022,125:104335.
[28] LIU K,YIN T,FAN D,et al.Multiple effects of particle size distribution modulus(q) and maximum aggregate size(Dmax) on the characteristics of ultra-high performance concrete(UHPC):experiments and modeling [J].Cement and Concrete Composites,2022,133:104709.
[29] YIN T,LIU K,FAN D,et al.Derivation and verification of multilevel particle packing model for ultra-high performance concrete (UHPC): Modelling and experiments [J].Cement and Concrete Composites,2023,136:104889.
[30] KWAN A K H,WONG H H C.Effects of packing density, excess water and solid surface area on flowability of cement paste[J].Advances in Cement Research,2008,20(1):1-11.
[31] WANG X,YU R,SONG Q,et al.Optimized design of ultra-high performance concrete(UHPC) with a high wet packing density [J].Cement and Concrete Research,2019,126:105921.
[32] FAN D,TIAN W,YU R.Incorporation of liquid phase into solid particle packing model for precise design of low water/binder cement-based composites(LW/B-CC): Modelling and experiments[J].Composites Part B: Engineering,2022,242:110070.
[33] STEIN H N,STEVELS J M.Influence of silica on the hydration of 3CaO, SiO2[J].Journal of Applied Chemistry,1964,14(8):338-346.
[34] KANTRO D L,BRUNAUER S,WEISE C H.Development of surface in the hydration of calcium silicates.Ⅱ.Extension of investigations to earlier and later stages of hydration[J].The Journal of Physical Chemistry,1962,66(10):1804-1809.
[35] KONDO R,DAIMON M.Early hydration of tricalcium silicate: a solid reaction with induction and acceleration periods [J].Journal of the American Ceramic Society,1969,52(9):503-508.
[36] JENNINGS H M,PRATT P L.An experimental argument for the existence of a protective membrane surrounding Portland cement during the induction period[J].Cement and Concrete Research,1979,9(4):501-506.
[37] VAN B K.Numerical simulation of hydration and microstructural development in hardening cement-based materials(Ⅰ) theory[J].Cement and Concrete Research,1995,25(2):319-331.
[38] OUZIA A,SCRIVENER K.The needle model: A new model for the main hydration peak of alite[J].Cement and Concrete Research,2019,115:339-360.
[39] YIN T,YU R,LIU K,et al.Precise mix-design of ultra-high performance concrete(UHPC) based on physicochemical packing method: from the perspective of cement hydration[J].Construction and Building Materials,2022,352:128944.
[40] WONG V,KWAN A K H.A 3-parameter model for packing density prediction of ternary mixes of spherical particles[J].Powder Technology,2014,268:357-367.
[41] LI L G,ZHUO H X,ZHU J,et al.Packing density of mortar containing polypropylene, carbon or basalt fibres under dry and wet conditions [J].Powder Technology,2019,342:433-440.
[42] ZOU R P,YU A B.Evaluation of the packing characteristics of mono-sized non-spherical particles[J].Powder Technology,1996,88(1):71-79.
[43] YU A B,STANDISH N,MCLEAN A.Porosity calculation of binary mixtures of nonspherical particles[J].Journal of American Ceramic Society,1993,76(11):2813-2816.
[44] GRUNEWALD S.Performance-based design of self-compacting fibre reinforced concrete[D].Delft:Technische Universiteit Delft,2004.
[45] FERRARA L,PARK Y D,SHAH S P.A method for mix-design of fiber-reinforced self-compacting concrete[J].Cement and Concrete Research,2007,37(6):957-971.
[46] FAN D Q,YU R,SHUI Z H,et al.A new design approach of steel fibre reinforced ultra-high performance concrete composites: experiments and modeling[J].Cement and Concrete Composites,2020,110:103597.
[47] SHAKHMENKO G,BIRSH J.Concrete mix design and optimization[C]//Riga Technical University. Proceedings of the 2nd International Symposium in Civil Engineering.Budapest:Anonymous,1998:1-8.
[48] FREEDMAN D A.Statistical models: theory and practice[M].Cambridge:Cambridge University Press,2009.
[49] OZLEM A,KADRI U A,BAHAR S.Self-consolidating high-strength concrete optimization by mixture design method[J].ACI Materials Journal,2010,107(4):357-364.
[50] SIMON M J.Concrete mixture optimization using statistical methods: final report[R].United States:Anonymous,2003.
[51] SLONSKI M.A comparison of model selection methods for compressive strength prediction of high-performance concrete using neural networks[J].Computers and Structures,2010,88(21):1248-1253.
[52] YUAN Z,WANG L N,JI X.Prediction of concrete compressive strength: research on hybrid models genetic based algorithms and ANFIS[J].Advances in Engineering Software,2014,67:156-163.
[53] FAN D,YU R,FU S,et al.Precise design and characteristics prediction of ultra-high performance concrete(UHPC) based on artificial intelligence techniques[J].Cement and Concrete Composites,2021,122:104171.
[54] WANG J.Retracted: Utilization effects and environmental risks of phosphogypsum in agriculture: A review[J].Journal of Cleaner Production,2020,276:123337.
[55] LI Y,JIA S,LIU J.Solidification, remediation and long-term stability of heavy metal contaminated soil under the background of sustainable development[J].Scientific Reports,2022,12(1):10330.
[56] MESKINI S,SAMDI A,EJJAOUANI H,et al.Valorization of phosphogypsum as a road material: stabilizing effect of fly ash and lime additives on strength and durability[J].Journal of Cleaner Production,2021,323:129161.
[57] 马瑜,李北星,杨洋.改性磷石膏球作缓凝剂对水泥性能的影响[J].水泥,2020(5):9-14.
[58] DONG E,FU S,WU C,et al.Value-added utilization of phosphogypsum industrial by-products in producing green ultra-high performance concrete: detailed reaction kinetics and microstructure evolution mechanism[J].Construction and Building Materials,2023,389:131726.