journal article·2024-05Open access

Influence of the colloidal nano silica on the bonding of new-to-old concrete interface

Cihang Huang, Rui He, Na Lu, Yining Feng

Abstract

The quality of the interface between new and existing concrete is a crucial factor that significantly affects the effectiveness of concrete patching and rehabilitation. This transitional zone between concrete layers exhibits inherent porosity and diminished structural integrity, which can potentially serve as the origin of cracks and fractures. The presented study was conducted to evaluate the quality of the new-to-old concrete interface when colloidal nano silica (CNS) is used. Apart from directly blending CNS with concrete materials , this study uniquely employed CNS as a surface agent to enhance the quality of the interface. The microstructure, mechanical bonding performance and chloride resistance property were evaluated on samples with new-to-old interface. By microstructural analysis , it was found that the porosity at the interface region was reduced from 24% to less than 16% when CNS was directly added into the concrete. Due to the improved hydration and the formation of a denser and uniform interface, a higher bonding strength was therefore achieved. Improvement in bonding strength was also found when CNS was used as an agent on the surface of the old layer, due to the precipitation and pozzolanic reaction of the nano silica particles . There were no apparent signs of increased porosity at the interface region as the precipitation of nano silica particles densified the cement matrix . Additionally, the solid precipitates generated frictional force , increasing the bonding strength under shearing loading. However, due to the lack of cohesion, the nano silica precipitates couldn’t sustain the tension under flexural test. Durability evaluation showed that the chloride resistance of the double-layer sample was effectively enhanced as the quality of the interface was improved with the use of CNS, especially when the surface method was used. The outcome of this study provides insight into the use of low CNS dosage to improve the new-to-old concrete interface and sheds light on the use of CNS as an interface agent.
Source: openalex_inverted_index · Quality: baseline

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 (48)

Show source-provided references
1. A review on the durability of concrete-to-concrete bond in recent rehabilitated structures
2. Effects of interface roughness and interface adhesion on new-to-old concrete bonding10.1016/j.conbuildmat.2017.05.049 ↗
3. Improving the bonding between old and new concrete by adding carbon fibers to the new concrete10.1016/0008-8846(95)00037-D ↗
4. A new way to increase the long-term bond strength of new-to-old concrete by the use of fly ash10.1016/S0008-8846(02)01064-5 ↗
5. Influence of slag content on the bond strength, chloride penetration resistance, and interface phase evolution of concrete repaired with alkali activated slag/fly ash10.1016/j.conbuildmat.2020.120639 ↗
6. Interfacial properties of geopolymer mortar and concrete substrate: effect of polyvinyl alcohol fiber and nano-SiO2 contents10.1016/j.conbuildmat.2021.125735 ↗
7. The modification effects of a nano-silica slurry on microstructure, strength, and strain development of recycled aggregate concrete applied in an enlarged structural test10.1016/j.conbuildmat.2015.07.089 ↗
8. Influence of nano-SiO2 on properties of fresh and hardened high performance concrete: a state-of-the-art review10.1016/j.conbuildmat.2017.05.059 ↗
9. Effect of alumina additives on mechanical and fresh properties of self-compacting concrete: a review10.3390/pr9030554 ↗
10. Fresh and rheological behavior of nano-silica and fly ash blended self-compacting concrete10.1016/j.conbuildmat.2015.07.142 ↗
11. Investigation of medium-term self-healing performance of strain-hardening cementitious composites incorporated with colloidal nano silica10.1016/j.conbuildmat.2022.128687 ↗
12. Applications of using nano material in concrete: a review10.1016/j.conbuildmat.2016.12.005 ↗
13. Beneficial role of nanosilica in cement based materials–a review10.1016/j.conbuildmat.2013.05.052 ↗
14. Use of nano-silica in cement based materials—a review10.1080/23311916.2015.1078018 ↗
15. Early age, hydration, mechanical and microstructure properties of nano-silica blended cementitious composites10.1016/j.conbuildmat.2019.117212 ↗
16. Acid, alkali and chloride resistance of binary, ternary and quaternary blended cementitious mortar integrated with nano-silica particles10.1016/j.cemconcomp.2021.104214 ↗
17. Pozzolanic reactivity and drying shrinkage characteristics of optimized blended cementitious composites comprising of Nano-Silica particles
18. Synergistic effect of nano silica on carbonation resistance of multi-blended cementitious mortar10.1016/j.cemconcomp.2023.105125 ↗
19. Influence of colloidal silica sol on fresh properties of cement paste as compared to nano-silica powder with agglomerates in micron-scale10.1016/j.cemconcomp.2015.08.002 ↗
20. Effects of colloidal nanosilica on rheological and mechanical properties of fly ash–cement mortar10.1016/j.cemconcomp.2012.08.027 ↗
21. Effect and mechanism of colloidal silica sol on properties and microstructure of the hardened cement-based materials as compared to nano-silica powder with agglomerates in micron-scale10.1016/j.cemconcomp.2019.02.015 ↗
22. Evaluation of bond strength between old and new concrete in structural repairs10.1680/macr.2001.53.6.377 ↗
23. Experimental evaluation of concrete-to-UHPC bond strength with correlation to surface roughness for repair application10.1016/j.conbuildmat.2019.117753 ↗
24. Concrete-to-concrete bond strength: influence of an epoxy-based bonding agent on a roughened substrate surface10.1680/macr.2005.57.8.463 ↗
25. Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength10.1016/j.conbuildmat.2012.07.028 ↗
26. Modification effects of nanosilica on the interfacial transition zone in concrete: a multiscale approach10.1016/j.cemconcomp.2017.04.003 ↗
27. Experimental investigation of the bond strength between new to old concrete using different adhesive layers10.1016/j.conbuildmat.2020.118798 ↗
28. Improving performance of additive manufactured (3D printed) concrete: a review on material mix design, processing, interlayer bonding, and reinforcing methods10.1016/j.istruc.2020.12.061 ↗
29. Field study of the dielectric constant of concrete: a parameter less sensitive to environmental variations than electrical resistivity
30. Unveiling the dielectric property change of concrete during hardening process by ground penetrating radar with the antenna frequency of 1.6 GHz and 2.6 GHz10.1016/j.cemconcomp.2023.105279 ↗
31. Air void system and freezing-thawing resistance of concrete composite with the incorporation of thermo-expansive polymeric microspheres10.1016/j.conbuildmat.2024.135535 ↗
32. Mercury intrusion porosimetry in concrete technology: tips in measurement, pore structure parameter acquisition and application10.1007/s10934-013-9765-4 ↗
33. Pore structure characterization of cement pastes blended with high-volume fly-ash10.1016/j.cemconres.2011.09.012 ↗
34. Note on a method of determining the distribution of pore sizes in a porous material10.1073/pnas.7.4.115 ↗
35. Effects of sample preparation and interpretation of thermogravimetric curves on calcium hydroxide in hydrated pastes and mortars10.3141/2290-02 ↗
36. The degree of hydration assessment of blended cement pastes by differential thermal and thermogravimetric analysis. Morphological evolution of the solid phases10.1016/j.tca.2014.08.008 ↗
37. Effect of colloidal nano silica on the freeze-thaw resistance and air void system of portland cement concrete
38. Pore structure and chloride permeability of concrete containing nano-particles for pavement10.1016/j.conbuildmat.2010.07.032 ↗
39. Correlating the chloride diffusion coefficient and pore structure of cement-based materials using modified noncontact electrical resistivity measurement10.1061/(ASCE)MT.1943-5533.0002616 ↗
40. Influence of pore structure characteristics on the gas permeability of concrete
41. Rheological and mechanical properties of silica colloids: from Newtonian liquid to brittle behaviour10.1007/s00397-011-0611-9 ↗
42. The interfacial transition zone (ITZ) between cement paste and aggregate in concrete10.1023/B:INTS.0000042339.92990.4c ↗
43. Influence of high contents of limestone fines on rheological behaviour and bond strength of cement-based mortars10.1016/j.conbuildmat.2017.09.029 ↗
44. Flexural properties of fiber reinforced concrete containing silica fume and nano-silica10.1016/j.matlet.2022.132003 ↗
45. Effect of nano and micro SiO2 on brittleness and fracture parameters of self-compacting lightweight concrete10.1016/j.conbuildmat.2021.124354 ↗
46. Effects of halloysite nanotube, nano-silica and micro-silica on rheology, hardened properties and fracture energy of SCLC
47. Fracture behavior of self-compacting semi-lightweight concrete containing nano-silica10.1177/1369433219837426 ↗
48. Investigation of internal curing efficacy of portland cement concrete incorporated with colloidal nano silica10.30919/esmm5f798 ↗