Development of a cementless eco-binder as an alternative to traditional Portland cement in construction activities

  • Huynh Trong Phuoc Department of Civil Engineering, College of Engineering Technology, Can Tho University, Campus II, 3/2 Street, Ninh Kieu district, Can Tho city, Vietnam
  • Vu Viet Hung Department of Civil Engineering, Campus in Ho Chi Minh City, University of Transport and Communications, No. 450-451 Le Van Viet street, District 9, Ho Chi Minh city, Vietnam
  • Bui Le Anh Tuan Department of Civil Engineering, College of Engineering Technology, Can Tho University, Campus II, 3/2 Street, Ninh Kieu district, Can Tho city, Vietnam
  • Pham Huu Ha Giang Department of Transportation Engineering, College of Engineering Technology, Can Tho University, Campus II, 3/2 Street, Ninh Kieu district, Can Tho city, Vietnam
DOI: https://doi.org/10.31814/stce.nuce2020-14(3)-04

Abstract

In this research, the performance of a cementless eco-binder, a mixture of waste materials including slag, circulating fluidized bed combustion ash (CFA), and rice husk ash (RHA) was investigated, in which CFA acted as an activator. One hundred and twenty paste samples were prepared by using the RHA/(slag + RHA) ratios of 0, 15, 30, 45% while keeping a constant ratio of CFA/(slag + RHA) at 25%. The setting period, compressive strength, the ultrasonic pulse velocity (UPV), and drying shrinkage of paste samples were determined at the samples’ age of up to 91 days. In addition, the microstructures of all paste samples were also characterized by scanning electron microscopy (SEM). It was found that the use of cementless eco-binder significantly increased the setting times, lower compressive strength, drying shrinkage, and UPV values compared to the control OPC sample. The maximum 91-day-old compressive strength gained by the binary binder of slag and CFA (R00C25) was 90% of that of the control specimen. Incorporation of RHA with higher replacement levels up to 45% resulted in a significant decrease in compressive strength up to 50%. Moreover, the SEM analysis revealed that there was a large difference in the microstructures of the control and the cementless eco-binder samples, in which the main hydration products were C-S-H/C-A-S-H gels and ettringite (AFt) due to relatively high amount of SO3 and SiO2 in the CFA and RHA, respectively. Thus, it can be realized that the potential for the use of slag, CFA, and RHA as a sustainable cement-free binder is promising in the construction industry, especially for lower strength or no required early high strength structures.

Keywords:

cementless eco-binder; circulating fluidized bed combustion; rice husk ash; slag; microstructure; compressive strength; drying shrinkage; setting time; ultrasonic pulse velocity.

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Published
19-08-2020
How to Cite
Phuoc, H. T., Hung, V. V., Tuan, B. L. A., & Giang, P. H. H. (2020). Development of a cementless eco-binder as an alternative to traditional Portland cement in construction activities. Journal of Science and Technology in Civil Engineering (JSTCE) - HUCE, 14(3), 40-52. https://doi.org/10.31814/stce.nuce2020-14(3)-04
Issue
Vol 14 No 3 (2020)
Section
Research Papers

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