Nano-Modified Cementitious Composites with Basalt Fiber Pellets—Repair/Overlay Option

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Title: Nano-Modified Cementitious Composites with Basalt Fiber Pellets—Repair/Overlay Option

Author(s): A. Azzam, M. T. Bassuoni, and A. Shalaby

Publication: Materials Journal

Volume: 119

Issue: 2

Appears on pages(s): 243-253

Keywords: basalt fiber pellets (BFP); composites; fly ash; nanosilica; overlay; repair; slag

DOI: 10.14359/51734442

Date: 3/1/2022

Abstract:
There is constant demand for high-performance materials to build and rehabilitate concrete infrastructure. The current study investigated the properties of nano-modified cementitious composites incorporating emerging basalt fiber pellets (BFP), including their suitability as repair/overlay for concrete. The composites comprised 50% cement replacement with fly ash or slag, 6% nanosilica addition, and two BFP dosages (2.5 and 4.5% by volume). They were assessed in terms of fresh and hardened properties, as well as their compatibility with concrete substrate. Furthermore, microstructural and thermal analyses were performed to evaluate the evolution of microstructure and interpret the bulk trends. The results showed that the composites had high strength, ductility, and resistance to infiltration of fluids. BFP effectively contributed to the dimensional stability of the composites, which had high thermal and elastic compatibility with concrete substrate even after an aggravated exposure. Hence, they may offer an attractive option as high-performance repair/overlay materials for concrete.

Related References:

1. Frentress, D. P., and Harrington, D. S., “Guide for Partial-Depth Repair of Concrete Pavements,” Iowa State University Institute for Transportation, Ames, IA, 2012, 33 pp.

2. Harrington, D., and Fick, G., “Guide to Concrete Overlays: Sustainable Solutions for Resurfacing and Rehabilitating Existing Pavements, third edition,” Iowa State University Institute for Transportation, Ames, IA, 2014, 145 pp.

3. ACI Committee 546, “Guide to Concrete Repair (ACI 546R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 70 pp.

4. ACI Committee 325, “Concrete Overlays for Pavement Rehabilitation (ACI 325.13-06) (Reapproved 2020),” American Concrete Institute, Farmington Hills, MI, 2006, 39 pp.

5. Soliman, H., and Shalaby, A., “Characterizing the Performance of Cementitious Partial-Depth Repair Materials in Cold Climates,” Construction and Building Materials, V. 70, Nov. 2014, pp. 148-157. doi: 10.1016/j.conbuildmat.2014.07.114

6. Jiang, C.; Fan, K.; Wu, F.; and Chen, D., “Experimental Study on the Mechanical Properties and Microstructure of Chopped Basalt Fibre Reinforced Concrete,” Materials and Design, V. 58, 2014, pp. 187-193. doi: 10.1016/j.matdes.2014.01.056

7. Lee, J. J.; Song, J.; and Kim, H., “Chemical Stability of Basalt Fiber in Alkaline Solution,” Fibers and Polymers, V. 15, No. 11, 2014, pp. 2329-2334. doi: 10.1007/s12221-014-2329-7

8. Branston, J.; Das, S.; Kenno, S. Y.; and Taylor, C., “Mechanical Behaviour of Basalt Fibre Reinforced Concrete,” Construction and Building Materials, V. 124, 2016, pp. 878-886. doi: 10.1016/j.conbuildmat.2016.08.009

9. Malhotra, V. M.; Zhang, M. H.; Read, P. H.; and Ryell, J.,“Long-Term Mechanical Properties and Durability Characteristics of High-Strength/High-Performance Concrete Incorporating Supplementary Cementing Materials Under Outdoor Exposure Conditions,” ACI Materials Journal, V. 97, No. 5, Sept.-Oct. 2000, pp. 518-525.

10. Mehta, P. K., and Monteiro, P. J. M., Concrete: Microstructure, Properties, and Materials, McGraw Hill Education, 2014, 675 pp.

11. ACI Committee 201, “Guide to Durable Concrete (ACI 201.2R-16),” American Concrete Institute, Farmington Hills, MI, 2016, 84 pp.

12. Zhang, M. H.; Islam, J.; and Peethamparan, S., “Use of Nano-Silica to Increase Early Strength and Reduce Setting Time of Concretes with High Volumes of Slag,” Cement and Concrete Composites, V. 34, No. 5, 2012, pp. 650-662. doi: 10.1016/j.cemconcomp.2012.02.005

13. ASTM C672/C672M-12, “Standard Test Method for Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals,” ASTM International, West Conshohocken, PA, 2012.

14. Azzam, A.; Bassuoni, M. T.; and Shalaby, A., “Nanomodified Cementitious Composites Incorporating Basalt Fiber Pellets under Tensile and Impact Loads,” Journal of Materials in Civil Engineering, ASCE, V. 33, No. 10, 2021, p. 04021260. doi: 10.1061/(ASCE)MT.1943-5533.0003913

15. CAN/CSA A3001, “Cementitious Materials for Use in Concrete,” Canadian Standards Association, Mississauga, ON, Canada, 2018, 691 pp.

16. CSA A23.1/A23.2, “Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete,” Canadian Standards Association, Mississauga, ON, Canada, 2019, 882 pp.

17. Azzam, A.; Bassuoni, M. T.; and Shalaby, A., “Properties of High-Volume Fly Ash and Slag Cementitious Composites Incorporating Nanosilica and Basalt Fiber Pellets,” Advances in Civil Engineering Materials, V. 8, No. 3, 2019, pp. 255-274. doi: 10.1520/ACEM20190018

18. ASTM C230/C230M-21, “Standard Specification for Flow Table for Use in Tests of Hydraulic Cement,” ASTM International, West Conshohocken, PA, 2021, 7 pp.

19. ASTM C403/C403M-16, “Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance,” ASTM International, West Conshohocken, PA, 2016, 7 pp.

20. ASTM C231/C231M-17, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method,” ASTM International, West Conshohocken, PA, 2017.

21. ASTM C39/C39M-20, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2020.

22. ASTM C1609/C1609M-19, “Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading),” ASTM International, West Conshohocken, PA, 2019.

23. ASTM C1202-19, “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration,” ASTM International, West Conshohocken, PA, 2019.

24. Bassuoni, M. T.; Nehdi, M. L.; and Greenough, T. R., “Enhancing the Reliability of Evaluating Chloride Ingress in Concrete using the ASTM C 1202 Rapid Chloride Penetrability Test,” Journal of ASTM International, V. 3, No. 3, Dec. 2005, pp. 1-13.

25. AASHTO T 336-15, “Standard Test Method for the Coefficient of Thermal Expansion of Hydraulic Cement Concrete,” American Association of State Highway and Transportation Officials, Washington, DC, 2015.

26. Ghazy, A., and Bassuoni, M. T., “Shrinkage of Nanomodified Fly Ash Concrete as Repair Material,” ACI Materials Journal, V. 114, No. 6, Nov.-Dec. 2017, pp. 877-888. doi: 10.14359/51700891

27. CW3310-R17, “Portland Cement Concrete Pavement Works,” City of Winnipeg Specification, Winnipeg, MB, Canada, Dec. 2015.

28. CSA A23.2-6B, “Determination of Bond Strength of Bonded Toppings and Overlays and of Direct Tensile Strength of Concrete, Mortar, and Grout,” Canadian Standards Association, Mississauga, ON, Canada, 2019.

29. Yasien, A. M.; Bassuoni, M. T.; Abayou, A.; and Ghazy, A., “Nano-Modified Concrete as Repair Material in Cold Weather,” ACI Materials Journal, V. 118, No. 2, Mar. 2021, pp. 149-160.

30. Patel, A. J.; Mojab, C. A. G.; and Romine, A. R., “Materials and Procedures for Rapid Repair of Partial Depth Spalls in Concrete Pavements—Manual of Practice,” Strategic Highway Research Report No. SHRP-H-349, National Research Council, Washington, DC, 1993.

31. Burnham, T. R.; Johnson, E.; and Worel, B. J., “Performance of Various Partial-Depth Repair Materials at the MnROAD Facility,” Minnesota Department of Transportation, Research Services and Library, St. Paul, MN, 2016

32. ElBatanouny, M. K.; SE, P.; Pham, L. T.; and Hawkins, K. A., “Late Life Low-Cost Deck Overlays,” Wiss, Janney, Elstner Associates, Inc., Northbrook, IL, Mar. 2020, 104 pp.

33. Kong, D.; Du, X.; Wei, S.; Zhang, H.; Yang, Y.; and Shah, S. P., “Influence of Nano-Silica Agglomeration on Microstructure and Properties of the Hardened Cement-Based Materials,” Construction and Building Materials, V. 37, Dec. 2012, pp. 707-715. doi: 10.1016/j.conbuildmat.2012.08.006

34. Oertel, T.; Hutter, F.; Tänzer, R.; Helbig, U.; and Sextl, G., “Primary Particle Size and Agglomerate Size Effects of Amorphous Silica in Ultra-High-Performance Concrete,” Cement and Concrete Composites, V. 37, 2013, pp. 61-67. doi: 10.1016/j.cemconcomp.2012.12.005

35. Materials Management, “Portland Cement Concrete Pavement Works,” City of Winnipeg, Winnipeg, MB, Canada, 2015, https://www.winnipeg.ca/finance/findata/matmgt/std_const_spec/current/Docs/CW3310.pdf. (last accessed Mar. 8, 2022)

36. Wilson, T. P., Smith, K. L., and Romine, A. R., “LTPP Pavement Maintenance Materials: PCC Partial-Depth Spall Repair Experiment,” Final Report (No. FHWA-RD-99-153), Turner-Fairbank Highway Research Center, McLean, VA, Oct. 1999, 109 pp.


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