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The combined effect of distributing-filling aggregate process and air-entraining agent on the properties of aggregate-interlocking concrete

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Abstract

In order to find an effective approach to improve the frost resistance of aggregate interlocking concrete, the effect of air-entraining agent (AEA) on the mechanical properties and durability of aggregate interlocking concrete prepared via the distributing-filling coarse aggregate (DFCA) process is investigated in this study. The DFCA process improves the compressive and flexural strength, elastic modulus and penetration resistance, but the non-air-entrained DFCA concrete presents worse frost resistance than the conventional concrete in accordance with the results of relative dynamic elastic modulus, scaling mass, mass of absorbed water, and penetration depth of NaCl solution. A larger DFCA ratio leads to a greater reduction in mechanical properties of air-entrained DFCA concrete, which is more pronounced for compressive strength than for flexural strength and elastic modulus. AEA enhances the frost resistance of DFCA concrete with respect to the relative dynamic elastic modulus, but the scaling test indicates that the excessive air entrainment is deleterious to the frost resistance of concrete with high coarse aggregate concentration. The initial water uptake and penetration depth of NaCl solution increase as the air-entraining agent increases. The severer scaling generally happens on the concrete with a higher initial water uptake, while the water uptake rate becomes slow for the concrete with a larger scaling rate. Overall, with the appropriate DFCA ratio and AEA dosage, it is feasible to prepare the air-entrained DFCA concrete with comparable mechanical properties and better frost resistance in comparison with the conventional concrete.

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References

  1. Kim T, Tae S, Roh S (2013) Assessment of the CO2 emission and cost reduction performance of a low-carbon-emission concrete mix design using an optimal mix design system. Renew Sustain Energy Rev 25:729–741. https://doi.org/10.1016/j.rser.2013.05.013

    Article  Google Scholar 

  2. Shen W, Liu Y, Yan B et al (2017) Cement industry of China: driving force, environment impact and sustainable development. Renew Sustain Energy Rev 75:618–628. https://doi.org/10.1016/j.rser.2016.11.033

    Article  Google Scholar 

  3. Schneider M (2019) The cement industry on the way to a low-carbon future. Cem Concr Res 124:105792. https://doi.org/10.1016/j.cemconres.2019.105792

    Article  Google Scholar 

  4. Pelisser F, Barcelos A, Santos D et al (2012) Lightweight concrete production with low Portland cement consumption. J Clean Prod 23(1):68–74. https://doi.org/10.1016/j.jclepro.2011.10.010

    Article  Google Scholar 

  5. Klemczak B, Batog M, Pilch M (2016) Assessment of concrete strength development models with regard to concretes with low clinker cements. Arch Civ Mech Eng 16(2):235–247. https://doi.org/10.1016/j.acme.2015.10.008

    Article  Google Scholar 

  6. Pelisser F, Vieira A, Bernardin AM (2018) Efficient self-compacting concrete with low cement consumption. J Clean Prod 175:324–332. https://doi.org/10.1016/j.jclepro.2017.12.084

    Article  Google Scholar 

  7. Cheng Y, Liu S, Zhu B et al (2019) Preparation of preplaced aggregate concrete and experimental study on its strength. Constr Build Mater 229:116847. https://doi.org/10.1016/j.conbuildmat.2019.116847

    Article  Google Scholar 

  8. Londero C, Klein NS, Mazer W (2021) Study of low-cement concrete mix-design through particle packing techniques. J Build Eng 42:103071. https://doi.org/10.1016/j.jobe.2021.103071

    Article  Google Scholar 

  9. Robalo K, Soldado E, Costa H et al (2021) Efficiency of cement content and of compactness on mechanical performance of low cement concrete designed with packing optimization. Constr Build Mater 266, Part B:121077. https://doi.org/10.1016/j.conbuildmat.2020.121077

  10. Campos HF, Klein NS, Filho JM et al (2020) Low-cement high-strength concrete with partial replacement of Portland cement with stone powder and silica fume designed by particle packing optimization. J Clean Prod 261:121228. https://doi.org/10.1016/j.jclepro.2020.121228

    Article  Google Scholar 

  11. de Grazia MT, Sanchez LFM, Romano RCO et al (2019) Investigation of the use of continuous particle packing models (PPMs) on the fresh and hardened properties of low-cement concrete (LCC) systems. Constr Build Mater 195:524–536. https://doi.org/10.1016/j.conbuildmat.2018.11.051

    Article  Google Scholar 

  12. Karadumpa CS, Pancharathi RK (2021) Developing a novel mix design methodology for slow hardening composite cement concretes through packing density approach. Constr Build Mater 303:124391. https://doi.org/10.1016/j.conbuildmat.2021.124391

    Article  Google Scholar 

  13. Kwan AKH, Li LG, Fung WWS (2012) Wet packing of blended fine and coarse aggregate. Mater Struct 45:817–828. https://doi.org/10.1617/s11527-011-9800-3

    Article  Google Scholar 

  14. Miao Y, Liu X, Hou Y et al (2019) Packing characteristics of aggregate with consideration of particle size and morphology. Appl Sci 9(5):869. https://doi.org/10.3390/app9050869

    Article  Google Scholar 

  15. Yousuf S, Sanchez LFM, Shammeh SA (2019) The use of particle packing models (PPMs) to design structural low cement concrete as an alternative for construction industry. J Build Eng 25:100815. https://doi.org/10.1016/j.jobe.2019.100815

    Article  Google Scholar 

  16. Chu SH, Poon Chi CS, Lam CS et al (2021) Effect of natural and recycled aggregate packing on properties of concrete blocks. Constr Build Mater 278:122247. https://doi.org/10.1016/j.conbuildmat.2021.122247

    Article  Google Scholar 

  17. Li J, Huang L, Huang S (2021) Optimisation of aggregate gradation of ultra-high-performance concrete based on the modified compressible packing model. Mag Concr Res 73(20):1025–1032. https://doi.org/10.1680/jmacr.19.00559

    Article  Google Scholar 

  18. Alexanderson J (1971) The influence of the properties of cement and aggregates on the consistency of concrete. Proc RILEM Seminar 23(2):12–22

    Google Scholar 

  19. Nepomuceno MCS, Pereira-de-Oliveira LA, Lopes SMR et al (2016) Maximum coarse aggregate’s volume fraction in self-compacting concrete for different flow restrictions. Constr Build Mater 113:851–856. https://doi.org/10.1016/j.conbuildmat.2016.03.143

    Article  Google Scholar 

  20. Shen W, Dong R, Li J et al (2010) Experimental investigation on aggregate interlocking concrete prepared with scattering-filling coarse aggregate process. Constr Build Mater 24(11):2312–2316. https://doi.org/10.1016/j.conbuildmat.2010.04.023

  21. Shen W, Zhang C, Li X et al (2014) Low carbon concrete prepared with scattering-filling coarse aggregate process. Int J Concr Struct M 8(4):309–313. https://doi.org/10.1007/s40069-014-0080-5

    Article  Google Scholar 

  22. Shen W, Zhang T, Zhou M et al (2010) Investigation on the scattering-filling coarse aggregate self-consolidating concrete. Mater Struct 43(10):1343–1350. https://doi.org/10.1617/s11527-010-9585-9

    Article  Google Scholar 

  23. Xu G, Shen W, Zhang B et al (2018) Properties of recycled aggregate concrete prepared with scattering-filling coarse aggregate process. Cem Concr Compos 93:19–29. https://doi.org/10.1016/j.cemconcomp.2018.06.013

    Article  Google Scholar 

  24. Xu G, Shen W, Fang D et al (2020) Influence of size and surface condition of distributing-filling coarse aggregate on the properties of aggregate-interlocking concrete. Constr Build Mater 261:120002. https://doi.org/10.1016/j.conbuildmat.2020.120002

    Article  Google Scholar 

  25. González DC, Mena Á, Mínguez J et al (2021) Influence of air-entraining agent and freeze-thaw action on pore structure in high-strength concrete by using CT-Scan technology. Cold Reg Sci Technol 192:103397. https://doi.org/10.1016/j.coldregions.2021.103397

    Article  Google Scholar 

  26. den Heede PV, Furniere J, de Belie N (2013) Influence of air entraining agents on deicing salt scaling resistance and transport properties of high-volume fly ash concrete. Cem Concr Compos 37:293–303. https://doi.org/10.1016/j.cemconcomp.2013.01.005

    Article  Google Scholar 

  27. Shah HA, Yuan Q, Zuo S (2021) Air entrainment in fresh concrete and its effects on hardened concrete - a review. Constr Build Mater 274:121835. https://doi.org/10.1016/j.conbuildmat.2020.121835

    Article  Google Scholar 

  28. Wawrzeńczyk J, Kozak W (2016) Protected Paste Volume (PPV) as a parameter linking the air-pore structure in concrete with the frost resistance results. Constr Build Mater 112:360–365. https://doi.org/10.1016/j.conbuildmat.2016.02.196

    Article  Google Scholar 

  29. Yuan J, Du Z, Wu Y et al (2019) Freezing-thawing resistance evaluations of concrete pavements with deicing salts based on various surfaces and air void parameters. Constr Build Mater 204:317–326. https://doi.org/10.1016/j.conbuildmat.2019.01.149

    Article  Google Scholar 

  30. Tunstall LE, Ley MT, Scherer GW (2021) Air entraining admixtures: mechanisms, evaluations, and interactions. Cem Concr Res 150:106557

    Article  Google Scholar 

  31. Zhou H (2011) Building materials in civil engineering. Woodhead Publishing Limited. https://doi.org/10.1007/BF01178032

    Article  Google Scholar 

  32. Wong HS, Pappas AM, Zimmerman RW et al (2011) Effect of entrained air voids on the microstructure and mass transport properties of concrete. Cem Concr Res 41:1067–1077. ISSN 0008-8846. https://doi.org/10.1016/j.cemconres.2011.06.013.

  33. Kostrzanowska-Siedlarz A, Gołaszewski J (2015) Rheological properties and the air content in fresh concrete for self compacting high performance concrete. Constr Build Mater 94:555–564. https://doi.org/10.1016/j.conbuildmat.2015.07.051

    Article  Google Scholar 

  34. Chen Y, Al-Neshawy F, Punkki J (2021) Investigation on the effect of entrained air on pore structure in hardened concrete using MIP. Constr Build Mater 292:123441. https://doi.org/10.1016/j.conbuildmat.2021.123441

    Article  Google Scholar 

  35. GB/T 50081-2002 (2003) Standard for test method of mechanical properties on ordinary concrete, Ministry of Housing and Urban-Rural Construction of the People's Republic of China.

  36. GB/T 50082-2009 (2010) Standard for test methods of long-term performance and durability of ordinary concrete, Ministry of Housing and Urban-Rural Construction of the People's Republic of China.

  37. Shen W, Wu M, Zhang B et al (2021) Coarse aggregate effectiveness in concrete: quantitative models study on paste thickness, mortar thickness and compressive strength. Constr Build Mater 289:123171. https://doi.org/10.1016/j.conbuildmat.2021.123171

    Article  Google Scholar 

  38. Han J, Wang K, Wang X et al (2016) 2D image analysis method for evaluating coarse aggregate characteristic and distribution in concrete. Constr Build Mater 127:30–42. https://doi.org/10.1016/j.conbuildmat.2016.09.120

    Article  Google Scholar 

  39. Yu L, Liu C, Mei H et al (2022) Effects of aggregate and interface characteristics on chloride diffusion in concrete based on 3D random aggregate model. Constr Build Mater 314, Part B:125690. https://doi.org/10.1016/j.conbuildmat.2021.125690

  40. Wu K, Long J, Xu L et al (2019) A study on the chloride diffusion behavior of blended cement concrete in relation to aggregate and ITZ. Constr Build Mater 223:1063–1073. https://doi.org/10.1016/j.conbuildmat.2019.07.068

    Article  Google Scholar 

  41. Bahafid S, Hendriks M, Jacobsen S et al (2022) Revisiting concrete frost salt scaling: On the role of the frozen salt solution micro-structure. Cem Concr Res 157:106803. https://doi.org/10.1016/j.cemconres.2022.106803

    Article  Google Scholar 

  42. Yang L, Sun W, Liu C et al (2017) Water absorption and chloride ion penetrability of concrete damaged by freeze-thawing and loading. J Wuhan Univ Technol-Mat Sci Edit 32:330–337. https://doi.org/10.1007/s11595-017-1599-5

    Article  Google Scholar 

  43. Ramezanianpour AA, Mohammadi A, Dehkordi ER et al (2017) Mechanical properties and durability of roller compacted concrete pavements in cold regions. Constr Build Mater 146:260–266. https://doi.org/10.1016/j.conbuildmat.2017.04.099

    Article  Google Scholar 

  44. Peng R, Qiu W, Teng F (2020) Three-dimensional meso-numerical simulation of heterogeneous concrete under freeze-thaw. Constr Build Mater 250:118573. https://doi.org/10.1016/j.conbuildmat.2020.118573

    Article  Google Scholar 

  45. Guan X, Chen J, Qiu J et al (2020) Damage evaluation method based on ultrasound technique for gangue concrete under freezing-thawing cycles. Constr Build Mater 246:118437. https://doi.org/10.1016/j.conbuildmat.2020.118437

    Article  Google Scholar 

  46. Zhang G, Yu H, Li H et al (2019) Experimental study of deformation of early age concrete suffering from frost damage. Constr Build Mater 215:410–421. https://doi.org/10.1016/j.conbuildmat.2019.04.187

    Article  Google Scholar 

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Acknowledgements

This work was supported by Key R&D and Promotion Project of Henan Province (222102320362), Science and Technology Development Project of Henan Province (152102210053), Science and Technology Open Cooperation Project of Henan Academy of Sciences in 2021 (210909015).

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Authors and Affiliations

  1. Kaifeng Research Center for Engineering Repair and Material Recycle, Henan University, Kaifeng, 475004, People’s Republic of China

    Jiwei Cai, Yun Du, Gelong Xu, Qing Tian & Miao Zhang

  2. State Key Laboratory of Silicate Materials for Architecture, Wuhan University of Technology, Wuhan, 430070, People’s Republic of China

    Weiguo Shen

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  1. Jiwei Cai
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Correspondence to Gelong Xu or Weiguo Shen.

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Cai, J., Du, Y., Xu, G. et al. The combined effect of distributing-filling aggregate process and air-entraining agent on the properties of aggregate-interlocking concrete. Mater Struct 55, 201 (2022). https://doi.org/10.1617/s11527-022-02043-2

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