Mechanical behavior of ultra-high performance concrete (UHPC) using recycled fine aggregate cured under different conditions and the mechanism based on integrated microstructural parameters
暂无分享,去创建一个
Zhengxian Yang | Tao Ji | Xujian Lin | Hongru Zhang | X. Zeng | Y. Liang | Hongru Zhang
[1] Antonio Nanni,et al. Use of sea-sand and seawater in concrete construction: Current status and future opportunities , 2017 .
[2] Yuxi Zhao,et al. Integrated interface parameters of recycled aggregate concrete , 2015 .
[3] Prabhat Ranjan Prem,et al. Influence of curing regime and steel fibres on the mechanical properties of UHPC , 2015 .
[4] Wei Sun,et al. Utilization of iron ore tailings as fine aggregate in ultra-high performance concrete , 2014 .
[5] J. Geng,et al. Characteristics of the carbonation resistance of recycled fine aggregate concrete , 2013 .
[6] Chi Ming Tam,et al. Assessing drying shrinkage and water permeability of reactive powder concrete produced in Hong Kong , 2012 .
[7] Claudio Javier Zega,et al. Use of recycled fine aggregate in concretes with durable requirements. , 2011, Waste management.
[8] Cheolwoo Park,et al. Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate. , 2011, Waste management.
[9] Nur Syafiqah Ayub.,et al. Properties of ultra high performance concrete , 2011 .
[10] Steve Millard,et al. Influence of aggregate and curing regime on the mechanical properties of ultra-high performance fibre reinforced concrete (UHPFRC) , 2009 .
[11] Benjamin A. Graybeal,et al. Durability of an Ultrahigh-Performance Concrete , 2007 .
[12] J. Brito,et al. Mechanical behaviour of concrete made with fine recycled concrete aggregates , 2007 .
[13] Chi Sun Poon,et al. The use of recycled aggregate in concrete in Hong Kong , 2007 .
[14] N. Shrive,et al. Optimization of Mechanical Properties and Durability of Reactive Powder Concrete , 2006 .
[15] J. Khatib,et al. Properties of concrete incorporating fine recycled aggregate , 2005 .
[16] Jiang Zhengwu,et al. PROPERTIES AND MICRO/MECROSTRUCTURE OF REACTIVE POWDER CONCRETE , 2005 .
[17] Y. Chan,et al. Effect of silica fume on steel fiber bond characteristics in reactive powder concrete , 2004 .
[18] M. Santhanam,et al. Investigations on reactive powder concrete: A developing ultra high-strength technology , 2004 .
[19] G. Delft,et al. INTERFACIAL TRANSITION ZONE BETWEEN AGGREGATE AND PASTE IN CEMENTITIOUS COMPOSITES (II): MECHANISM OF FORMATION AND DEGRADATION OF INTERFACIAL TRANSITION ZONE MICROSTRUCTURE,AND ITS INFLUENCE FACTORS , 2004 .
[20] L. Jianzhong. PREPARATION AND DURABILITY OF A HIGH PERFORMANCE CONCRETE WITH NATURAL ULTRA-FINE PARTICLES , 2003 .
[21] G. Prokopski,et al. Interfacial transition zone in cementitious materials , 2000 .
[22] C. Andrade,et al. Experimental Study of Durability of Reactive Powder Concretes , 1996 .
[23] Marcel Cheyrezy,et al. Investigation of hydration and pozzolanic reaction in Reactive Powder Concrete (RPC) using 29Si NMR , 1996 .
[24] P. Richard,et al. Composition of reactive powder concretes , 1995 .
[25] J. Ollivier,et al. Interfacial transition zone in concrete , 1995 .
[26] Yoshio Kasai,et al. Demolition and Reuse of Concrete and Masonry , 1989 .
[27] Sidney Mindess,et al. Bonding in Cementitious Composites: How Important is it? , 1987 .
[28] T. Hansen,et al. Strength of Recycled Concrete MadeFrom Crushed Concrete Coarse Aggregate , 1983 .