[1] DHIR R K,LIMBACHIYA M C.Suitability of Re-cycled Aggregate for Use in BS 5328 Designated Mixes[C]//ICE.Proceedings of the Institution of Civil Engineers.New York:ICE,1999:257-274.
[2]LIMBACHIYA M C,LEELAWAT T,DHIR R K.Use of Recycled Concrete Aggregate in High-strength Concrete[J].Materials and Structures,2000,33:574-580.
[3]FUNG W K.Durability of Concrete Using Recycled Aggregates[C]//SCCT.SCCT Annual Concrete Seminar.Hong Kong:SCCT,2005:101-129.
[4]陈云钢.界面改性剂对再生混凝土性能改善效果的初步研究[D].上海: 同济大学,2006.CHEN Yun-gang.Preliminary Study on Performance-improving Effect of the Interface-zone in Recycled Concrete with the Interface-zone Modifying Agent[D].Shanghai:Tongji University,2006.
[5]XIAO Jian-zhuang,LEI Bin.On the Carbonation Behavior of Recycled Aggregate Concrete[C]//Tongji University.Proceedings of the International Sympo-sium on Innovation & Sustainability of Structures in Civil Engineering.Shanghai:Tongji University Press,2007:897-904.
[6]OTSUKI N,MIYAZATO S,YODSUDJAI W.Influence of Recycled Aggregate on Interfacial Transition Zone Strength Chloride Penetration and Carbonation[J].Journal of Materials in Civil Engineering,2003,15(5):443-451.
[7]崔正龙,杨力辉,大芳賀義喜,等.再生混凝土耐久性的试验研究(Ⅱ.再生混凝土的中性化试验)[J].科学技术与工程,2006,6(21):3516-3519.CUI Zheng-long,YANG Li-hui,OHAGA Y,et al.Durability Test Investigation on the Recycled Aggregate Concrete(Part 2 Neutralization Test on Recycled Aggregate Concrete)[J].Science Technology and Engineering,2006,6(21):3516-3519.
[8]KATZ A.Properties of Concrete Made with Recycled Aggregate from Partially Hydrated Old Concrete[J].Cement and Concrete Research,2003,33(5):703-711.
[9]TAMURA H,NISHIO A,OHASHI J,et al.High Quality Recycled Aggregate Concrete(HiRCA)Processed by Decompression and Rapid Release[C]//MALHOTRA V M.Fifth CANMET/ACI Inter-national Conforence on Recent Advances in Concrete Technology.Singapore:ASI,2001:491-502.
[10]牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003.NIU Di-tao.Durability and Life Forecast of Re-inforced Concrete Structure[M].Beijing:Science Press,2003.
[11]张 誉,蒋利学.基于碳化机理的混凝土碳化深度实用数学模型[J].工业建筑,1998,28(1):16-19.ZHANG Yu,JIANG Li-xue.A Practical Mathemat-ical Model of Concrete Carbonation Depth Based on the Mechanism[J].Industrial Construction,1998,28(1):16-19.
[12]GB 50010-2002,混凝土结构设计规范[S].GB 50010-2002,Code for Design of Concrete Structures[S].
[13]牛荻涛,董振平,浦聿修.预测混凝土碳化深度的随机模型[J].工业建筑,1999,29(9):41-45.NIU Di-tao,DONG Zhen-ping,PU Yu-xiu.Random Model of Predicting the Carbonated Concrete Depth[J].Industrial Construction,1999,29(9):41-45.
[14]CCES 01-2004,混凝土结构耐久性设计与施工指南[S].CCES 01-2004,Guidelines for the Durability Design and Construction of Concrete Structures[S].
[15]GB 50068-2001,建筑结构可靠度设计统一标准[S].GB 50068-2001,Unified Standard for Reliability Design of Building Structures[S].
[16]SARJA A,VESIKARI E.Durability Design of Concrete Structures[M].London:E & FN Spon,1996:165.
[17]金伟良,朱平华.混凝土结构耐久性的修复性等级划分[J].建筑科学与工程学报,2005,22(1):64-70.JIN Wei-liang,ZHU Ping-hua.Restorability Class Partition for Durability of Concrete Structure[J].Journal of Architecture and Civil Engineering,2005,22(1):64-70.
[18]贺拴海,吕颖钊.考虑材料耐久性的在役混凝土结构可靠度研究[J].建筑科学与工程学报,2005,22(1):71-75.HE Shuan-hai,LU Ying-zhao.Reliability Research of Existing Reinforced Concrete Structures[J].Journal of Architecture and Civil Engineering,2005,22(1):71-75.
[19]李建波,林 皋,陈健云,等.混凝土损伤演化的随机力学参数细观数值影响分析[J].建筑科学与工程学报,2007,24(3):7-12.LI Jian-bo,LIN Gao,CHEN Jian-yun,et al.Mesoscopic Numerical Influence Analysis of Random Mechanical Parameter of Concrete Damage Evolution[J].Journal of Architecture and Civil Engineering,2007,24(3):7-12.
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DING Fa-xing,FANG Chang-jing,GONG Yong-zhi,et al.Unified Calculation Method of Uniaxial Mechanical Performance Index of Recycled Concrete[J].Journal of Architecture and Civil Engineering,2014,31(03):16.
[2]丁 陶,肖建庄.基于振动台试验的预制再生混凝土框架后浇边节点分析[J].建筑科学与工程学报,2013,30(03):78.
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[3]肖建庄,郑世同,王 静.再生混凝土长龄期强度与收缩徐变性能[J].建筑科学与工程学报,2015,32(01):21.
XIAO Jian-zhuang,ZHENG Shi-tong,WANG Jing.Long-term Strength, Shrinkage and Creep Properties of Recycled Aggregate Concrete[J].Journal of Architecture and Civil Engineering,2015,32(03):21.
[4]肖建庄,刘 胜,TRESSERRAS Joan.钢管/GFRP管约束再生混凝土柱偏心受压试验[J].建筑科学与工程学报,2015,32(02):21.
XIAO Jian-zhuang,LIU Sheng,TRESSERRAS Joan.Eccentric Loading Test on Recycled Aggregate Concrete Columns Confined by Steel Tube/GFRP Tube[J].Journal of Architecture and Civil Engineering,2015,32(03):21.
[5]谢建和,李自坚,孙明炜.硅粉对纤维橡胶再生混凝土抗压性能影响试验[J].建筑科学与工程学报,2016,33(03):72.
XIE Jian-he,LI Zi-jian,SUN Ming-wei.Experiment About Influence of Silica Fume on Compressive Performance of Fiber Reinforced Rubber Recycled Concrete[J].Journal of Architecture and Civil Engineering,2016,33(03):72.
[6]肖建庄,李宏,亓萌.基于静载强度分布的再生混凝土疲劳强度预测[J].建筑科学与工程学报,2010,27(04):7.
XIAO Jian-zhuang,LI Hong,QI Meng.Fatigue Strength Prediction of Recycled Aggregate ConcreteBased on Static Strength Distribution[J].Journal of Architecture and Civil Engineering,2010,27(03):7.
[7]肖建庄,朱永明,王璞瑾,等.再生混凝土U型叠合梁抗剪性能[J].建筑科学与工程学报,2012,29(02):1.
XIAO Jian-zhuang,ZHU Yong-ming,WANG Pu-jin,et al.Shear Behavior of Recycled Concrete U-shaped Composite Beams[J].Journal of Architecture and Civil Engineering,2012,29(03):1.
[8]肖建庄,黄运标,郑永朝.高温后再生混凝土的残余抗折强度[J].建筑科学与工程学报,2009,26(03):32.
XIAO Jian-zhuang,HUANG Yun-biao,ZHENG Yong-chao.Residual Flexural Strength of Recycled ConcreteAfter Elevated-temperatures[J].Journal of Architecture and Civil Engineering,2009,26(03):32.
[9]郭 凯,马浩辉,王 强.氧化石墨烯对再生混凝土界面过渡区的影响[J].建筑科学与工程学报,2018,35(05):217.
GUO Kai,MA Hao-hui,WANG Qiang.Effect of Graphene Oxide on Interfacial Transition Zone of Recycled Concrete[J].Journal of Architecture and Civil Engineering,2018,35(03):217.
[10]肖建庄,陈祥磊,李 标,等.纳米SiO2和粉煤灰复掺对再生混凝土性能的影响[J].建筑科学与工程学报,2020,37(01):26.[doi:10.19815/j.jace.2019.03027]
XIAO Jian-zhuang,CHEN Xiang-lei,LI Biao,et al.Effect of Mixed Nano-SiO2 and Fly Ash on Properties of
Recycled Aggregate Concrete[J].Journal of Architecture and Civil Engineering,2020,37(03):26.[doi:10.19815/j.jace.2019.03027]