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Influence of Mica in Manufactured Sand on Cement Mortar: Mineralogical and Mechanical Behaviour


Authors : Chaya S.; Sujith S. K.; Shashikiran S.

Volume/Issue : Volume 11 - 2026, Issue 4 - April


Google Scholar : https://tinyurl.com/25dcmavx

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DOI : https://doi.org/10.38124/ijisrt/26apr390

Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.


Abstract : Manufactured sand (M-sand) has emerged as a viable substitute for natural river sand in cement mortar applications. This study investigates the influence of mica content and mineralogical composition of M-sand sourced from six quarries in Karnataka, India, on expansion/contraction behaviour and compressive strength of cement mortar. Petrographic thin-section analysis and grain-size mineral counting were conducted on samples from quarries at Kotagal, Vishnupriya (Schoolagiri), Muddenahalli, Tekal, Peresandra, and Gudibande. An Accelerated Mortar Bar Test (AMBT) per IS 2386 Part VII was performed on 132 mortar bar specimens (25 × 25 × 285 mm) at mix ratios of 1:1 and 1:2.25 immersed in 1N NaOH at 80°C for 14 days. Compressive strength of 70.6 mm mortar cubes was evaluated at 28 days. Results reveal that mica content is the dominant factor governing volumetric instability: the sample with highest mica content (MSKotagal, 25%) exhibited greatest expansion (1.82 mm) and contraction (1.75 mm), while natural sand (9.17% mica) showed best dimensional stability. Compressive strength ranged from 48.56 N/mm² (MS-Kotagal) to 55.64 N/mm² (MS-Tekal), confirming the adverse effect of mica on mortar strength. These findings provide practical guidelines for selecting M-sand in plastering and masonry mortar applications.

Keywords : Manufactured Sand; Cement Mortar; Mica Content; Petrographic Analysis; Accelerated Mortar Bar Test; Alkali-Silica Reaction; Compressive Strength.

References :

  1. Bureau of Indian Standards, IS 383: Specification for Coarse and Fine Aggregates from Natural Sources for Concrete, BIS, New Delhi, 1970.
  2. Xing et al., "Influence of mica content in manufactured sand on the performance of cement mortar," Construction and Building Materials, 2014.
  3. Bureau of Indian Standards, IS 2386 Part VII: Methods of Test for Aggregates for Concrete – Alkali Aggregate Reactivity, BIS, New Delhi, 1963.
  4. A. Shayan, R. Al-Mahaidi, and S. Abdullah, "Assessing the mechanical properties of concrete due to alkali silica reaction," 2013.
  5. R. Cepuritis et al., "Filler from crushed aggregate for concrete: Pore structure, specific surface, particle shape and size distribution," Cement and Concrete Composites, vol. 80, pp. 2–16, 2017.
  6. J. An, S. S. Kim, B. H. Nam, and S. A. Durham, "Effect of aggregate mineralogy and concrete microstructure on thermal expansion and strength properties," Applied Sciences, vol. 7, no. 12, p. 1307, 2017.
  7. Praveen Kumar et al., "Properties of M-sand concrete with varying percentage of fines," Materials Today: Proceedings, 2022.
  8. R. K. Rathore et al., "Utilisation of waste sandstone based manufactured sand microfines in concrete," Journal of Building Engineering, 2022.
  9. C.-S. Shon, D. G. Zollinger, and S. L. Sarkar, "Evaluation of modified ASTM C 1260 accelerated mortar bar test for alkali–silica reactivity," Cement and Concrete Research, vol. 32, no. 12, pp. 1981–1987, 2002.
  10. Y. Lin, C. Shi, and L. Luo, "Mitigation of alkali–aggregate reaction using mineral admixtures in granite manufactured sand," Construction and Building Materials, 2024.
  11. B. Boyd-Weetman, P. Thomas, P. DeSilva, and V. Sirivivatnanon, "Accelerated Mortar Bar Test to assess the effect of alkali concentration on the alkali–silica reaction," Springer Nature Singapore, 2022, pp. 233–239.
  12. A. K. Akhnoukh, "Improving concrete infrastructure project conditions by mitigating alkali–silica reactivity of fine aggregates," Construction Materials, vol. 3, no. 2, pp. 233–243, 2023.
  13. Bureau of Indian Standards, IS 4031 Part 6: Methods of Physical Tests for Hydraulic Cement – Determination of Compressive Strength, BIS, New Delhi, 1988.
  14. Z. Shi et al., "Comparison of alkali–silica reactions in alkali-activated slag and Portland cement mortars," Materials and Structures, vol. 48, pp. 743–751, 2015.

Manufactured sand (M-sand) has emerged as a viable substitute for natural river sand in cement mortar applications. This study investigates the influence of mica content and mineralogical composition of M-sand sourced from six quarries in Karnataka, India, on expansion/contraction behaviour and compressive strength of cement mortar. Petrographic thin-section analysis and grain-size mineral counting were conducted on samples from quarries at Kotagal, Vishnupriya (Schoolagiri), Muddenahalli, Tekal, Peresandra, and Gudibande. An Accelerated Mortar Bar Test (AMBT) per IS 2386 Part VII was performed on 132 mortar bar specimens (25 × 25 × 285 mm) at mix ratios of 1:1 and 1:2.25 immersed in 1N NaOH at 80°C for 14 days. Compressive strength of 70.6 mm mortar cubes was evaluated at 28 days. Results reveal that mica content is the dominant factor governing volumetric instability: the sample with highest mica content (MSKotagal, 25%) exhibited greatest expansion (1.82 mm) and contraction (1.75 mm), while natural sand (9.17% mica) showed best dimensional stability. Compressive strength ranged from 48.56 N/mm² (MS-Kotagal) to 55.64 N/mm² (MS-Tekal), confirming the adverse effect of mica on mortar strength. These findings provide practical guidelines for selecting M-sand in plastering and masonry mortar applications.

Keywords : Manufactured Sand; Cement Mortar; Mica Content; Petrographic Analysis; Accelerated Mortar Bar Test; Alkali-Silica Reaction; Compressive Strength.

Paper Submission Last Date
30 - April - 2026

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