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Volume 07 Issue 05 May 2024

Investigating Stress-Strain Characteristics in Geopolymer Concrete with Recycled Aggregate
1Vanadi Vinay kumar, 2V. Bhikshma
1Research Scholar, Department of Civil Engineering, Osmania University, Hyderabad, Telangana, 500007, India.
2Professor, Department of Civil Engineering, Osmania University, Hyderabad, Telangana, 500007, India.
DOI : https://doi.org/10.47191/ijmra/v7-i05-55

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ABSTRACT:

This paper focuses on the stress-strain behavior of 25% recycled coarse aggregate-based geopolymer concrete (RAGC). In this study, an 8-molarity concentration of NaOH and an alkaline liquid ratio of 2.5 was used. This study includes the stress-strain behavior along with the Modules of elasticity for the GRM20, GRM30, and GRM40 grades. Tests were carried out on 150 x 300 mm cylindrical RAGC specimens. The test results experimental to theoretical elastic modulus were in good correlation. Stress-strain relations of RAGC under ambient curing conditions were satisfactory.

KEYWORDS:

Geopolymer concrete, Recycled coarse aggregate, Fly ash, GGBS, Stress-Strain.

REFERENCES
1) Davidovits, J. (1991). Geopolymers: inorganic polymeric new materials. Journal of Thermal Analysis and Calorimetry, 37(8), 1633-1656.

2) Van Deventer, J. S. J., Provis, J. L., & Duxson, P. (2010). Technical and commercial progress in the adoption of geopolymer cement. Minerals Engineering, 29(1), 89-104.

3) Kou, S. C., & Poon, C. S. (2009). Properties of self-compacting concrete prepared with coarse and fine recycled concrete aggregates. Cement and Concrete Composites, 31(9), 622-627.

4) Deb, P. S., Nath, P., & Sarker, P. K. (2014). The effects of ground granulated blast-furnace slag blending with fly ash and activator content on the workability and strength properties of geopolymer concrete cured at ambient temperature. Materials and Design, 62, 32-39.

5) Nath, P., & Sarker, P. K. (2014). Effect of GGBS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition. Construction and Building Materials, 66, 163-171.

6) Sathonsaowaphak, A., Chindaprasirt, P., & Pimraksa, K. (2009). Workability and strength of lignite bottom ash geopolymer mortar. Journal of Hazardous Materials, 168(1), 44-50.

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8) Gunasekara, C., Law, D. W., & Setunge, S. (2015). Long term permeation properties of different fly ash geopolymer concretes. Construction and Building Materials, 101, 287-293.

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12) Gao, X., Yu, Q. L., & Brouwers, H. J. H. (2014). Reaction kinetics, gel character and strength of ambient temperature cured alkali activated slag–fly ash blends. Construction and Building Materials, 80, 105-115.

13) IS:383-2016, "Specification for Coarse and Fine Aggregates From Natural Sources for Concrete", Bureau of Indian Standards. New Delhi, India, pp. 1–19, 2016

14) IS:1199-1959, (Reaffirmed 2004) “Indian Standard Methods of sampling and analysis of concrete,” Bureau of Indian Standards. New Delhi, India, pp. 1–45, 2004.

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Volume 07 Issue 05 May 2024

There is an Open Access article, distributed under the term of the Creative Commons Attribution – Non Commercial 4.0 International (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/), which permits remixing, adapting and building upon the work for non-commercial use, provided the original work is properly cited.


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