Owing to variations in density, optimal per cent weight additions of plant fibres may not always improve the mechanical properties of adobes. Optimal weight additions of low-density plant fibres may cause the excess fibres to tangle and overlap, weakening the soil–fibre composite and lowering the adobes’ compressive strength. To overcome the limitations arising from variations in plant fibre density, this study evaluates the role of plant fibre addition on the compressive strengths of adobes in terms of per cent volume fraction (vf). Analysis of data from the literature showed that straw and fruit fibre volume fractions ≤2% define the critical fibre volume fraction (vf,critical) for the adobes. Fibre additions ≤2% lead to increase in compressive strength, while vf values >2% caused reduction. In addition, fibre-reinforced adobes with porosities ≤31% exhibit a positive change in compressive strength; adobes with porosities >31% exhibit lower compressive strengths than their unstabilised counterparts. The findings importantly indicate that adobes with straw and fruit fibre inclusions achieve increased strength when their dry densities (apparent densities) are ≥1.84–1.86 g/cm3.
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1 November 2025
Research Article|
October 07 2025
Compressive strength behaviour of plant fibre adobes based on fibre volume fraction
Sudhakar M. Rao
Formerly Department of Civil Engineering,
Indian Institute of Science
, Bengaluru, India
Corresponding author Sudhakar M. Rao (msrao@alum.iisc.ac.in)
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Corresponding author Sudhakar M. Rao (msrao@alum.iisc.ac.in)
Publisher: Emerald Publishing
Received:
June 09 2025
Accepted:
August 28 2025
Online ISSN: 1747-6518
Print ISSN: 1747-650X
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Construction Materials (2025) 178 (6): 405–414.
Article history
Received:
June 09 2025
Accepted:
August 28 2025
Citation
Rao SM (2025), "Compressive strength behaviour of plant fibre adobes based on fibre volume fraction". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 178 No. 6 pp. 405–414, doi: https://doi.org/10.1680/jcoma.25.00071
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