Performance of ultra-high performance concrete (UHPC) with cement partially replaced by ground granite powder (GGP) under different curing conditions

Construction and Building Materials - Tập 213 - Trang 469-482 - 2019
Hongru Zhang1,2, Tao Ji1, Bingjian He1, Lingwei He1
1College of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, PR China
2Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou 350116, Fujian, PR China

Tài liệu tham khảo

Dili, 2004, Investigations on reactive powder concrete: a developing ultra high-strength technology, Indian Concr. J., 78 Chan, 2004, Effect of silica fume on steel fiber bond characteristics in reactive powder concrete, Cem. Concr. Res., 34, 1167, 10.1016/j.cemconres.2003.12.023 Morin, 2002, Evolution of the capillary network in a reactive powder concrete during hydration process, Cem. Concr. Res., 32, 1907, 10.1016/S0008-8846(02)00893-1 Chen, 2014, Review of research on ultra-high performance concrete, J. Archit. Civil Eng., 31, 1 Richard, 1995, Composition of reactive powder concretes, Cem. Concr. Res., 25, 1501, 10.1016/0008-8846(95)00144-2 Ma, 2002, Properties of ultra-high performance concrete, Leipzig Ann. Civil Eng. Report (LACER), 7, 25 Soutsos, 2005, Mix design, mechanical properties, and impact resistance of reactive powder concrete (RPC), Proc. Int. RILEM Workshop High Perf. Fibre-Reinforced Cemen. Compos. Struct. Appl., 549 Yazici, 2006, The effect of curing conditions on compressive strength of ultra-high strength concrete with high volume mineral admixtures, Build. Environ., 42, 2083, 10.1016/j.buildenv.2006.03.013 Ghannam, 2016, Experimental study of concrete made with granite and iron powders as partial replacement of sand, Sustain. Mater. Technol., 9, 1 Lemes, 2017, Reactive Powder Concrete Production with the Addition of Granite Processing Waste, 10.1007/978-3-319-51382-9_80 Vijayalakshmi, 2012, Utilization of granite powder waste in concrete production, Defect Diffusion Forum, 330, 49, 10.4028/www.scientific.net/DDF.330.49 Dong, 2012, The influence of granite powder on mechanics properties of cement mortar, Adv. Mater. Res., 580, 521, 10.4028/www.scientific.net/AMR.580.521 Ying, 2012, The research on the effect of granite powder on concrete performance, Appl. Mech. Mater., 204–208, 5 Sadek, 2016, Reusing of marble and granite powders in self-compacting concrete for sustainable development, J. Cleaner Prod., 121, 19, 10.1016/j.jclepro.2016.02.044 Matos, 2014, Strength, ASR and chloride penetration of mortar with granite waste powder, Key Eng. Mater., 634, 12, 10.4028/www.scientific.net/KEM.634.139 Test method for slump flow of cement mortar (GB/T2419-2005), 2005, Beijing. (in Chinese only) Equivalent international codes: Test Method for Flow of Hydraulic Cement Mortar (ASTM C1437–07), 2007, ASTM International, West Conshohocken, PA Korpa, 2006, The influence of different drying methods on cement paste microstructures as reflected by gas adsorption: comparison between freeze-drying (F-drying), D-drying, P-drying and oven-drying methods, Cem. Concr. Res., 36, 634, 10.1016/j.cemconres.2005.11.021 Gallé, 2001, Effect of drying on cement-based materials pore structure as identified by mercury intrusion porosimetry: a comparative study between oven-, vacuum-, and freeze-drying, Cem. Concr. Res., 31, 1467, 10.1016/S0008-8846(01)00594-4 Konecny, 1993, The effect of different drying techniques on the pore size distribution of blended cement mortars, Cem. Concr. Res., 23, 1223, 10.1016/0008-8846(93)90183-A Detwiler, 2001, Preparing specimens for microscopy, Concr. Int., 23, 50 Zhang, 2011, Comparison of methods for arresting hydration of cement, Cem. Concr. Res., 41, 1024, 10.1016/j.cemconres.2011.06.003 Method of testing cements-Determination of strength (GB/T 17671-1999), 1999, Beijing. (in Chinese only) Equivalent international codes: Standard Test Method for Compressive Strength of Hydraulic Cement Mortar (ASTM C109/C109M-11a), 2016, ASTM International, West Conshohocken, PA. ASTM C1202–94, 1994 Kim, 2013, Nano-mechanical characterization of synthetic calcium–silicate–hydrate (C-S-H) with varying CaO/SiO2 mixture ratios, Cem. Concr. Compos., 36, 65, 10.1016/j.cemconcomp.2012.10.001 Cong, 1995, Effects of the temperature and relative humidity on the structure of C-S-H gel, Cem. Concr. Res., 25, 1237, 10.1016/0008-8846(95)00116-T Lehmann, 2009, 287 Okada, 1994, 29Si NMR spectroscopy of silicate anions in hydrothermally formed C-S-H, J. Am. Ceram. Soc., 77, 765, 10.1111/j.1151-2916.1994.tb05363.x Cong, 1996, 29Si MAS NMR study of the structure of calcium silicate hydrate, Adv. Cem. Based Mater., 3, 144, 10.1016/S1065-7355(96)90046-2 Klur, 1998, C-S-H structure evolution with calcium content by multinuclear NMR, Nucl. Magn. Resonance Spectr. Cem.-Based Mater., 32, 119 He, 2007, Application of29Si nuclear magnetic resonance(NMR) in research of cement chemistry, J. Mater. Sci. Eng., 25, 147 García-Lodeiro, 2011, Compatibility studies between N-A-S-H and C-A-S-H gels. Study in the ternary diagram Na2O–CaO–Al2O3–SiO2–H2O, Cem. Concr. Res., 41, 923, 10.1016/j.cemconres.2011.05.006 Andersen, 2003, Incorporation of aluminum in the calcium silicate hydrate (C-S-H) of hydrated Portland cements: a high-field 27Al and 29Si MAS NMR investigation, Inorg. Chem., 42, 2280, 10.1021/ic020607b Richardson, 1997, The structure of the calcium silicate hydrate phases present in hardened pastes of white Portland cement/blast-furnace slag blends, J. Mater. Sci., 32, 4793, 10.1023/A:1018639232570 Porteneuve, 2001, Nuclear magnetic resonance characterization of high- and ultrahigh-performance concrete: application to the study of water leaching, Cem. Concr. Res., 31, 1887, 10.1016/S0008-8846(01)00648-2 Chen, 2004, 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, J. Chinese Ceram. Soc., 32, 70 Wu, 1979, Discussion on recent development of concrete science and technology, J. Chinese Ceram. Soc., 3, 82 Tanaka, 2002, Development of technique for observing pores in hardened cement paste, Cem. Concr. Res., 32, 1435, 10.1016/S0008-8846(02)00806-2 Zhao, 2002, Strength and permeability of concrete, Architec. Technol., 33, 20 P. K. Mehta. Hardened cement paste: Microstructure and its replatioship to properties. Proceedings of ICC. Standard Practice for Fabricating and Testing Specimens of Ultra-high Performance Concrete (ASTM C1856, C1856M-17), ASTM International 2017 West Conshohocken PA