Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Self compacting concrete (SCC) filling layer is core structure of China rail track system (CRTS) ? type ballastless track. Construction quality, service performance and durability of CRTS ? ballastless structure are affected by stability of SCC for filling layer. In this study, the stability of SCC of filling layer is researched at three levels as paste, mortar and concrete by theory and experiment. Evaluation indices including bleeding (B), surface bubble rate (θ), thickness of paste (𝜎paste) and thickness of surface mortar (L) are proposed based on the theoretical calculation and analysis. The threshold viscosity of paste 0.394 Pa·s and mixture satisfied area are obtained at paste level based on the relationship between viscosity and B, θ of paste. The mixture satisfied area was defined at mortar level under criterions of maximum value of 𝜎paste and slump flow. Optimal range of gap between neighboring aggregates (λca) 12.4 mm-14.1 mm is chosen by flow ability, passing ability, stable ability of SCC. These research results will help to further understand the stability of SCC.
Czasopismo
Rocznik
Tom
Strony
501--522
Opis fizyczny
Bibliogr. 45 poz., il., tab.
Twórcy
autor
- Shenyang Jianzhu University, School of Transportation and Geometics Engineering, Shenyang, China
autor
- Shenyang Urban Construction University, School of Civil engineering, Shenyang, China
autor
- Shenyang Jianzhu University, School of Transportation and Geometics Engineering, Shenyang, China
Bibliografia
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- [19] L. Shen, L. Struble, D. Lange, “Modeling Static Segregation of Self-Consolidating Concrete”, Aci Materials Journal, 2009, vol. 106, no. 4, pp. 367-374.
- [20] B.O. Koura, M. Hosseinpoor, A. Yahia, “Coupled effect of fine mortar and granular skeleton characteristics on dynamic stability of self-consolidating concrete as a diphasic material”, Construction and Building Materials, 2020, vol. 263, art. ID. 120131, DOI: 10.1016/j.conbuildmat.2020.120131.
- [21] N.A. Libre, R. Khoshnazar, M. Shekarchi, “Relationship between fluidity and stability of self-consolidating mortar incorporating chemical and mineral admixtures”, Construction and Building Materials, 2010, vol. 24, no. 7, pp. 1262-1271, DOI: 10.1016/j.conbuildmat.2009.12.009.
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- [23] M. Mahdikhani, A.A. Ramezanianpour, “New methods development for evaluation rheological properties of self-consolidating mortars”, Construction and Building Materials, 2015, vol. 75, pp. 136-143, DOI: 10.1016/j.conbuildmat.2014.09.094.
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- [25] P. Ghoddousi, A. Javid, J. Sobhani, “Effects of particle packing density on the stability and rheology of self-consolidating concrete containing mineral admixtures”, Construction and Building Materials, 2014, vol. 53, no. 28, pp. 102-109, DOI: 10.1016/j.conbuildmat.2013.11.076.
- [26] L. Shen, H.B. Jovein, Q. Wang, “Correlating aggregate properties and concrete rheology to dynamic segregation of self-consolidating concrete”, Journal of Materials in Civil Engineering, 2015, vol. 28, no. 1, DOI: 10.1061/(ASCE)MT.1943-5533.0001325.
- [27] L. Shen, L. Struble, D. Lange, “Modeling static segregation of self-consolidating concrete”, ACI Material Journal, 2009, vol. 106, no. 4, pp. 367-374.
- [28] F. Li, J. Wei, J. Wang, et al., “New Method of Mix Design for Self-Compacting Concrete Based on Material Characteristics”, Procedia Engineering, 2012, vol. 27, no. 2, pp. 214-222, DOI: 10.1016/j.proeng.2011.12.446.
- [29] S.E. Chidiac, F. Mahmoodzadeh, “Plastic viscosity of fresh concrete - A critical review of predictions methods”, Cement and Concrete Composites, 2009, vol. 31, no. 8, pp. 535-544, DOI: 10.1016/j.cemconcomp.2009.02.004.
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- [33] I.N. Ariyanto, H.H. Purba, A. Purba, “A systematic review and analysis of risk assessment in highway construction project”, Operational Research in Engineering Sciences: Theory and Applications, 2020, vol. 3, no. 3, pp. 29-47, DOI: 10.31181/oresta20303029a.
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- [35] B. Matic, S. Jovanovic, M. Marinkovic, et al., “A Novel Integrated Interval Rough MCDM Model for Ranking and Selection of Asphalt Production Plants”, Mathematics, 2021, vol. 9, no. 3, art. ID. 269, DOI: 10.3390/math9030269.
- [36] H. Chen, W. Sun, Y. Zhou, et al., “Analytical solution of the nearest surface spacing between neighboring aggregate grains in cementitious composites”, Journal of the Chinese Ceramic Society, 2005, vol. 33, no. 7, pp. 859-863, 870.
- [37] H.S. Chen, W. Sun, P. Stroeven, et al., “Stereological method of calculating the average value of surface spacing between the neighboring aggregate grains in concrete”, Journal of Harbin Institute of Technology, 2005, vol. 11, pp. 1511-1514.
- [38] F.J. Rubio-Hernández, J.F. Velázquez-Navarro, L.M. Ordóñez-Belloc, “Rheology of concrete: a study case based upon the use of the concrete equivalent mortar”, Material and Structures, 2013, vol. 46, no. 4, pp. 587-605, DOI: 10.1617/s11527-012-9915-1.
- [39] T.K. Erdem, K.H. Khayat, A. Yahia, “Correlating Rheology of Self-Consolidating Concrete to Corresponding Concrete-Equivalent Mortar”, Aci Material Journal, 2009, vol. 106, no. 2, pp. 154-160.
- [40] K. Ma, J. Feng, G. Long, et al., “Influence of Rheological Parameters on Static Stability of Self-Compacting Concrete Equivalent Mortar”, Journal of the Chinese Ceramic Society, 2017, vol. 45, no. 2, pp. 196-205, DOI: 10.14062/j.issn.0454-5648.2017.02.04 (in Chinese).
- [41] JTG3420-2020 Testing methods of cement and concrete for highway engineering. Chinese National Standard, 2020.
- [42] ASTM C1611 Standard test method for slump flow of self-consolidating concrete. ASTM International, 2009.
- [43] ASTM C1621 Standard test method for passing ability of self-consolidating concrete by J-ring. ASTM International, 2009.
- [44] G.C. Long, “Measurement of the stability of sealed-space-filling self-compacting concrete”, Chinese Patent, No. CN201510236203.5, 2015.
- [45] China Railway Company, Q/CR 596-2017 Specification of self-compacting concrete for high-speed railway CRTS ? slab ballastless track. China Railway Press, 2017.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-98c0414c-75ff-4df7-87ab-9235fff1ca97