[1] 于洁.2019年混凝土行业收官盘点[EB/OL].(2020-01-17) [2020-07-20].http://www.chinaconcrete.cn/newsdetails.aspx?id=5505.
[2] 张福亮.混凝土结构早拆模板体系与拆模时间的研究[D].上海:同济大学,2007.
[3] MCINTOSH J.Electrical curing of concrete[J].Magazine of Concrete Research,1949,1(1):21-28.
[4] NURSE R.Steam curing of concrete[J].Magazine of Concrete Research,1949,1(2):79-88.
[5] SAUL A.Principles underlying the steam curing of concrete at atmospheric pressure[J].Magazine of Concrete Research,1951,2(6):127-140.
[6] CARINO N J.The maturity method, Handbook on nondestructive testing of concrete[R].Florida:CRC Press,1991.
[7] PlLOWMAN J.Maturity and the Strength of Concrete[J].Magazine of Concrete Research,1956,8(22):13-22.
[8] MCINTOSH J D.The effects of low-temperature curing on the compressive strength of concrete[R].Copenhagen:Danish Institute for Building Research,1956.
[9] ALEXANDER K.Concrete strength, cement hydration and the maturity rule[J].Australian journal of applied sciencd,1962, 13:277-284.
[10] VOLZ C K,TUCKER R L,BURNS N H,et al.Maturity effects on concrete strength[J].Cement and Concrete Research,1981,11(1):41-50.
[11] GE Z.Predicting temperature and strength development of the field concrete[D].Ames:Iowa State University,2005.
[12] CARINO N J.The maturity method: theory and application[J].Cement, concrete and aggregates,1984,6(2):61-73.
[13] KIM T.Concrete maturity: A quantitative understanding of how early-age temperature affects the maturity concept[D].Boulder:University of Colorado at Boulder,2004.
[14] 方光秀,李发千.混凝土成熟度新论及新成熟度准则应用[J].低温建筑技术,2002(2):2-4.
[15] 刘建立,覃维祖,李飞.用新成熟度概念预测混凝土早期强度应用研究[J].施工技术,2006,35(8):68-70.
[16] NAIK T R.Maturity of concrete: Its applications and limitations[J].Advances in Concrete Technology,1992:339-369.
[17] 李发千.混凝土成熟度新论[J].混凝土,2002(10):12-14.
[18] DE VREE R,TEGELAAR R.Gewichtete Reife des Betons [J].Beton,1998,48(11):674-678.
[19] PAPADAKIS M,BRESSON J.Contribution to the Study of the Maturity of Hydraulic Binders. Application to the Prefabricated Concrete Industry[J].Cement and Concrete Research,1973(678):4-17.
[20] CUR-RECOMMENDATION.Determining the strength of young concrete on the bases of weighted maturity[S].Gouda:The Dutch Centre for Civil Engineering,Codes and Specifications,1986.
[21] HAN N.Advanced Testing of Cement-Based Materials during Setting and Hardening[R].France:RILEM Publicaions SARL,2005.
[22] LUO Q L,WANG W L.Accelerated test method for cement strength based on the weighted maturity theory[J].Applied Mechanics and Materials,2012,105-107:897-901.
[23] RASTRUP E.Heat of hydration in concrete[J].Magazine of Concrete Research,1954,6(17):79-92.
[24] WEAVER J,SADGROVE B.Striking times of formwork-tables of curing periods to achieve given strength[R].London: Construction Industry Research and Information Association,1971.
[25] BROWN T L.Chemistry: the central science[M].Upper Saddle River:Pearson Education Inc,2019.
[26] HANSEN P F,PEDERSEN E J.Maturity computer for controlled curing and hardening of concrete[J].Nordisk Berong, 1977,1(19):19-34.
[27] RILEM TECHNICAL COMMITTEE 119-TCE.Adiabatic and semi adiabatic calorimetry to determine the temperature rise in concrete due to hydration heat of the cement[J].Materials and Structures,1998,30:451-464..
[28] CEB-FIP MODEL CODE 1990.Comite Euro International du Beton [S].London:Thomas Telford,1993.
[29] ASTM.Standard practice for estimating concrete strength by the maturity method:ASTM C1074—2011[S].Pennsylvania:West Conshohocken,2011.
[30] KIM J K,HAN S H,LEE K M.Estimation of compressive strength by a new apparent activation energy function[J].Cement and Concrete Research,2001,31(2):217-225.
[31] BYFORS J.Plain concrete at early ages[D].Sweden:Swedish cement and concrete institute,1980.
[32] NAIK T R.Maturity functions for concrete cured during winter conditions[J].Temperature Effects on Concrete,1985:107-117.
[33] ZHANG J,CUSSON D,MONTEIRO P,et al.New perspectives on maturity method and approach for high performance concrete applications[J].Cement and Concrete Research,2008,38(12):1438-1446.
[34] 段志华,杨晓明.混凝土成熟度与抗压强度的关系研究 [J].水电能源科学,2009,27(5):166-168.
[35] FLATT R J,SCHERER G W,BULLARD J W.Why alite stops hydrating below 80% relative humidity [J].Cement and Concrete Research,2011,41(9):987-992.
[36] LIAO W C,LEE B,KANG C.A humidity-adjusted maturity function for the early age strength prediction of concrete[J].Cement and Concrete Composites,2008,30(6):515-523.
[37] MI Z,HU Y,LI Q,et al.Maturity model for fracture properties of concrete considering coupling effect of curing temperature and humidity[J].Construction and Building Materials,2019,196:1-13.
[38] HANSEN P F,PEDERSEN E.Curing of concrete structures [C].Switzerland:Draft DEB-Guide to Durable Concrete Structures,1985.
[39] KNUDSEN T.On particle size distribution in cement hydration [C].Paris:Editions Septima,1980.
[40] KNUDSEN T.The dispersion model for hydration of Portland cement I. General concepts[J].Cement and Concrete Research,1984,14(5):622-630.
[41] KIM J K,HAN S H,PARK S K.Effect of temperature and aging on the mechanical properties of concrete:PartⅡ. Prediction model [J].Cement and Concrete Research,2002,32(7): 1095-1100.
[42] KIM J K,HAN S H,SONG Y C.Effect of temperature and aging on the mechanical properties of concrete:PartⅠ. Experimental results[J].Cement and Concrete research,2002,32(7):1087-1094.
[43] 管俊峰,李庆斌,吴智敏,等.现场浇筑大坝混凝土断裂参数与等效成熟度关系研究[J].水利学报,2015,46(8):951-959.
[44] LI Q,GUAN J,WU Z,et al.Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete [J].Construction and Building Materials,2016,120:293-308.
[45] 吕卫清,黎鹏平,熊建波,等.混凝土成熟度和氯离子扩散系数的相关性及在某工程中的应用[J].中国港湾建设,2014(3):26-30.
[46] 黎鹏平,范志宏,熊建波,等.港珠澳大桥沉管混凝土成熟度与氯离子扩散系数相关性研究 [J].混凝土,2014(10):31-33.