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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM66456

EFFECT OF STICKY RICE, JAGGERY, SUGAR, AND ADDITIONAL LIME ON THE FRESH, FLEXURAL, AND MOISTURE-RELATED PROPERTIES OF LIME MORTAR

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM66456

Volume:

10 |

7 |

Jul 2026

Pages:

1-12

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM66456

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

PNJ

Prashant Namdevrao Jogdand

Engineering & Management

M.S. Bidve Engineering College, Latur, Maharashtra, India

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DPDT

Dr. P. D. Tambolkar

Engineering & Management

M.S. Bidve Engineering College, Latur, Maharashtra, India

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Abstract

Background: Lime mortars are compatible with breathable masonry but often exhibit limited early bending resistance and high moisture uptake. Purpose: This study compares the fresh-state, flexural and pore-related performance of a control lime mortar and mortars modified with jaggery, sticky rice, sugar and additional lime at 3%, 6%, 9%, 12% and 15% by lime mass. Methods: The base proportion was lime: sand: water = 1:2.5:0.45. Workability, water absorption, apparent porosity and flexural strength at 7 and 28 days were evaluated using The control recorded 16.1 mm workability, 14.4% absorption, 58.9% porosity and flexural strengths of 0.04 and 0.08 MPa at 7 and 28 days. Jaggery at 6% produced the highest workability, 17.9 mm. Sticky rice at 9% gave the lowest absorption and porosity, 12.5% and 55.4%, and the highest flexural strengths, 0.14 and 0.25 MPa. Additional lime at 9% ranked second in durability and 28-day flexure, with 12.9% absorption, 56.3% porosity and 0.24 MPa. Sugar was dosage-sensitive and its 15% mix reached 14.9% absorption, 59.0% porosity and only 0.09 MPa at 28 days. Conclusion: A moderate additive content improves cohesion and pore continuity, whereas excessive dosage reverses these benefits; 9% sticky rice is the optimum composition for balanced fresh, flexural and moisture-related performance.

KEYWORDS

lime mortar sticky rice jaggery workability water absorption porosity flexural strength

Cite This Article

Prashant Namdevrao Jogdand, Dr. P. D. Tambolkar, "EFFECT OF STICKY RICE, JAGGERY, SUGAR, AND ADDITIONAL LIME ON THE FRESH, FLEXURAL, AND MOISTURE-RELATED PROPERTIES OF LIME MORTAR," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 7, pp. 1-12, Jul 2026. https://doi.org/10.55041/IJSREM66456

Full Article/Conclusion

This paper evaluated the combined fresh-state, flexural and moisture-related behaviour of lime mortars modified with jaggery, sticky rice, sugar and additional lime at 3–15% by lime mass. The control produced 16.1 mm workability, 14.4% water absorption, 58.9% porosity and flexural strengths of 0.04 MPa at 7 days and 0.08 MPa at 28 days. Jaggery at 6% gave the highest workability of 17.9 mm, but the best overall performance was obtained with 9% sticky rice. That mix combined 17.6 mm workability with the lowest absorption and porosity, 12.5% and 55.4%, and the highest flexural strengths, 0.14 and 0.25 MPa. Relative to the control, its workability increased by 9.3%, absorption decreased by 13.2%, porosity decreased by 5.9%, and 28-day flexural strength increased by 212.5%. Additional lime at 9% ranked second, reaching 12.9% absorption, 56.3% porosity and 0.24 MPa at 28 days, while 6% jaggery achieved 13.2%, 56.8% and 0.23 MPa. Sugar was the most dosage-sensitive; at 15%, absorption and porosity rose to 14.9% and 59.0%, and 28-day flexural strength fell to 0.09 MPa. The results confirm a direct engineering relationship between reduced harmful pore connectivity, lower water uptake and improved resistance to bending and crack initiation. The optimum is not the mix with the highest flow, but the one that combines practical placement with restrained liquid-water entry and superior bending resistance. For breathable masonry repair and compatible lime-mortar applications, 9% sticky rice is therefore the recommended optimum within the tested programme.  

References

[1] R. Hanley and S. Pavia, “A study of the workability of natural hydraulic lime mortars and its influence on strength,” Materials and Structures, vol. 41, no. 2, pp. 373–381, 2008. [2] R. Veiga, “Air lime mortars: What else do we need to know to apply them in conservation and rehabilitation interventions? A review,” Construction and Building Materials, vol. 157, pp. 132–140, 2017. [3] F. Yang, B. Zhang, and Q. Ma, “Study of sticky rice-lime mortar technology for the restoration of historical masonry construction,” Accounts of Chemical Research, vol. 43, no. 6, pp. 936–944, 2010. [4] P. Zhao, M. D. Jackson, Y. Zhang, G. Li, P. J. M. Monteiro, and L. Yang, “Material characteristics of ancient Chinese lime binder and experimental reproductions with organic admixtures,” Construction and Building Materials, vol. 84, pp. 477–488, 2015. [5] G. M. Glenn, A. K. Klamczynski, B. S. Chiou, D. Wood, W. J. Orts, and S. H. Imam, “Lightweight concrete containing an alkaline resistant starch-based aquagel,” Journal of Polymers and the Environment, vol. 12, no. 3, pp. 189–196, 2004. [6] S. H. Kang, Y. H. Kwon, and J. Moon, “Quantitative analysis of CO2 uptake and mechanical properties of air lime-based materials,” Energies, vol. 12, no. 15, 2019. [7] Q. Zhang, B. Li, Q. Zeng, J. Deng, J. Wang, and D. Yan, “Erosion of aerial lime and sticky rice mortars by cyclic wetting-drying and dilute sulfate acid actions,” Advances in Cement Research, vol. 32, no. 8, pp. 343–357, 2020. [8] F. Qureshi, A. K. Saxena, and G. Soni, “Study on strength of concrete by adding jaggery,” IOSR Journal of Mechanical and Civil Engineering, vol. 14, no. 5, pp. 26–30, 2017. [9] V. Giridhar, K. Gnaneswar, and K. K. P. Reddy, “Effect of sugar and jaggery on strength properties of concrete,” The International Journal of Engineering and Science, vol. 2, no. 10, pp. 1–6, 2013. [10] S. Ahmad, A. Lawan, and M. Al-Osta, “Effect of sugar dosage on setting time, microstructure and strength of Type I and Type V Portland cements,” Case Studies in Construction Materials, vol. 13, e00364, 2020.

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Publication Date

7/31/2026

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Review Rounds: 2

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