Improving the microstructure of ITZ and reducing the permeability of concrete with various water/cement ratios using nano-silica
Source abstract
Abstract
The interfacial transition zone (ITZ) between an aggregate and a cement matrix is known to be the weakest component of concrete; hence, its microstructure is the key factor determining its performance in terms of permeability. The objectives of this study are to strengthen the ITZ and reduce the permeability of concrete using nano-silica, and explore its improvement features under different water-to-cement ratios (W/Cs) between 0.3 and 0.5. An innovative testing and characterization methodology is adopted to quantitatively evaluate the properties of the ITZ. The results indicate that nano-silica can reduce both the width and formation of abrasion cracks in the ITZ. Further, the role of nano-silica is especially effective when the W/C of concrete is reduced. Small hydration products growing on the surface of the aggregate and cement matrix of nano-concrete with a reduced W/C can overlap each other and effectively fill the gap, resulting in enhanced densification of the ITZ by the nano-silica at reduced W/C ratios. Further, the enhancement rate of the anti-permeability of concrete also becomes significant. It can be concluded that nano-silica can effectively improve the performance of concretes, especially those with reduced W/C.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (35)
Show source-provided references
1. Tang SW, Yao Y, Andrade C, Li ZJ (2015) Recent durability studies on concrete structure. Cem Concr Res 78:143–15410.1016/j.cemconres.2015.05.021 ↗
2. Nili M, Ehsani A (2015) Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume. Mater Des 75:174–18310.1016/j.matdes.2015.03.024 ↗
3. Leemann A, Loser R, Münch B (2010) Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete. Cem Concr Compos 32(2):116–12010.1016/j.cemconcomp.2009.11.007 ↗
4. Winslow DN, Cohen MD, Bentz DP, Snyder KA, Garboczi EJ (1994) Percolation and pore structure in mortars and concrete. Cem Concr Res 24(1):25–3710.1016/0008-8846(94)90079-5 ↗
5. Garboczi EJ, Bentz DP (1996) Modelling of the microstructure and transport properties of concrete. Constr Build Mater 10(5):293–30010.1016/0950-0618(94)00019-0 ↗
6. Scrivener KL, Nemati KM (1996) The percolation of pore space in the cement paste/aggregate interfacial zone of concrete. Cem Concr Res 26(1):35–4010.1016/0008-8846(95)00185-9 ↗
7. Zhang MH, Gjørv OE (1992) Penetration of cement paste into lightweight aggregate. Cem Concr Res 22(1):47–5510.1016/0008-8846(92)90135-I ↗
8. Wasserman R, Bentur A (1996) Interfacial interactions in lightweight aggregate concretes and their influence on the concrete strength. Cem Concr Compos 18(1):67–7610.1016/0958-9465(96)00002-9 ↗
9. Muhd Norhasri MS, Hamidah MS, MohdFadzil A (2017) Applications of using nano material in concrete: a review. Constr Build Mater 133:91–9710.1016/j.conbuildmat.2016.12.005 ↗
10. Du HJ, Du SH, Liu XM (2015) Effect of nano-silica on the mechanical and transport properties of lightweight concrete. Constr Build Mater 82:114–12210.1016/j.conbuildmat.2015.02.026 ↗
11. Du HJ, Gao HC, Pang SD (2016) Improvement in concrete resistance against water and chloride ingress by adding graphene nanoplatelet. Cem Concr Res 83:114–12310.1016/j.cemconres.2016.02.005 ↗
12. Lu MY, Xiao HG, Liu M, Li XJ, Li H, Sun L (2018) Improved interfacial strength of SiO2 coated carbon fiber in cement matrix. Cem Concr Compos 91:21–2810.1016/j.cemconcomp.2018.04.007 ↗
13. Liu M, Xiao HG, Liu R, Liu JL (2018) Dispersion characteristics of various contents of nano-TiO2 and its effect on the properties of cement based composite. Struct Concr. https://doi.org/10.1002/suco.20180011010.1002/suco.201800110 ↗
14. Li GY (2004) Properties of high-volume fly ash concrete incorporating nano-SiO2. Cem Concr Res 34(6):1043–104910.1016/j.cemconres.2003.11.013 ↗
15. Wang YL, Wang YS, Wan BL, Han BG, Cai GC, Li ZZ (2018) Properties and mechanisms of self-sensing carbon nanofibers/epoxy composites for structural health monitoring. Compos Struct 200:669–67810.1016/j.compstruct.2018.05.151 ↗
16. Li H, Xiao HG, Guan XC, Wang ZT, Yu L (2014) Chloride diffusion in concrete containing nano-TiO2 under coupled effect of scouring. Compos Part B 56:698–70410.1016/j.compositesb.2013.09.024 ↗
17. Beigi MH, Berenjian J, Omran OL, Nik AS, Nikbin IM (2013) An experimental survey on combined effects of fibers and nanosilica on the mechanical, rheological, and durability properties of self-compacting concrete. Mater Des 50:1019–102910.1016/j.matdes.2013.03.046 ↗
18. Jalal M, Mansouri E, Sharifipour M, Pouladkhan A (2012) Mechanical, rheological, durability and microstructural properties of high performance self compacting concrete containing SiO2 micro and nanoparticles. Mater Des 34:389–40010.1016/j.matdes.2011.08.037 ↗
19. Du HJ, Du SH, Liu XM (2014) Durability performances of concrete with nano-silica. Constr Build Mater 73:705–71210.1016/j.conbuildmat.2014.10.014 ↗
20. Li W, Long C, Tam VWY, Poon C, Duan WH (2017) Effects of nano-particles on failure process and microstructural properties of recycled aggregate concrete. Constr Build Mater 142:42–5010.1016/j.conbuildmat.2017.03.051 ↗
21. Chuah S, Pan Z, Sanjayan JG, Wang CM, Duan WH (2014) Nano reinforced cement and concrete composites and new perspective from graphene oxide. Constr Build Mater 73:113–12410.1016/j.conbuildmat.2014.09.040 ↗
22. Fuller WB, Thompson SE (1907) The laws of proportioning concrete. ASCE J Transp Eng 59:67–143
23. Zhang JH (2013) Evolution process of interfacial transition zone and influence on performance in recycling concrete. Master dissertation, University of Jinan, Jinan, China
24. Chen RH, Qiao PZ (2015) Microscopic characterization of concrete durability using nano-indentation tests. Chin Quart Mech 1:88–94
25. Liu R, Xiao HG, Li H, Sun L, Pi ZY, Waqar GQ, Du T, Yu L (2018) Effects of nano-SiO2 on the permeability-related properties of cement-based composites with different water/cement ratios. J Mater Sci 53(7):4974–4986. https://doi.org/10.1007/s10853-017-1906-810.1007/s10853-017-1906-8 ↗
26. ASTM C1585-13 (2013) Standard test method for measurement of rate of absorption of water by hydraulic cement concretes
27. Ludirdja D, Berger RL, Young JF (1989) Simple method for measuring water permeability of concrete. ACI Mat J 86(5):433–439
28. ASTM C642-13 (2013) Standard test method for density, absorption, and voids in hardened concrete
29. Brouxel M (1993) The alkali–aggregate reaction rim: Na2O, SiO2, K2O and CaO chemical distribution. Cem Concr Res 23:309–32010.1016/0008-8846(93)90096-R ↗
30. Wang FZ, Zhou B, Peng YZ, Hu SG (2005) Research on the elements distribution characteristics in the interfacial transition zone (ITZ) between lightweight aggregate and cement paste. J Wuhan Univ Technol 03:30–33
31. Zhang Y, Ding QJ, Yu FZ, Hu SG (2002) The study on the transition zone of lightweight aggregate concrete. Concrete 10:29–31
32. Hu SG, Wang FZ, Ding QJ (2005) Interface structure between lightweight aggregate and cement paste. J Chin Ceram Soc 06:713–717
33. Shui ZH, Wan HW (2002) Distributions of chemical elements in aggregate-cement interfacial transition zone in old concrete (II). J Wuhan Univ Technol 05:22–25
34. Shui ZH, Wan HW (2002) Aggregate-cement interfacial transition zone (ITZ) in old concrete(I)—concentrations of elements and compounds to the ITZ. J Wuhan Univ Technol 24(4):21–23
35. Zhao XG (2010) Synthesis of calcium silicate hydrate and its composition, structure and morphology. Master dissertation, Wuhan University of Technology, Wuhan, China