TECHNICAL NOTES
Jan 16, 2004

Development of a Direct Tensile Test for Compacted Earth Blocks Reinforced with Natural Fibers

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 1

Abstract

Many thousands of years after its development, unburnt earth block masonry continues to offer an environmentally sustainable and cost-effective alternative to other conventional wall building materials, such as concrete blocks and clay fired bricks, in both developing and developed countries. However, earth is a brittle building material with low tensile strength, and as a consequence tensile cracks in response to external actions or restrained shrinkage are often observed. Ductility and tensile strength may be improved by adding binders or natural fibers to the soil mixture. In this technical note, initial findings of an ongoing study of the tensile characteristics of compacted earth blocks reinforced with natural fibers is reported. The pre- and postcracking characteristics of compacted earth blocks in direct tension were determined using a test procedure developed for this work.

Get full access to this article

View all available purchase options and get full access to this article.

References

Atassi, M. F. (1997). “Etude du comportement des bétons de fibres métalliques: Influence de la géométrie des fibres, du dosage et de l’anisotropie de leur répartition.” PhD thesis, INSA, Lyon, France (in French).
Ghavami, K., Toledo Filho, R. D., and Perrazo Barbosa, N.(1999). “Behaviour of composite soil reinforced with natural fibres.” Cem. Concr. Compos., 21, 39–48.
Houben, H., and Guillaud, H. (1994). Earth construction—a comprehensive guide, Intermediate Technology, London.
Mesbah, A., Morel, J. C., and Olivier, M.(1999). “Comportement des sols fins argileux pendant un essai de compactage statique: Détermination des paramètres pertinents.” Mater. Constr. (Paris), 32, 687–694 (in French).
Morel, J. C., Ghavami, K., and Mesbah, A.(2000). “Theoretical and experimental analysis of composite soil blocks reinforced with sisal fibres subjected to shear.” Masonry International,13(2), 54–62.
Olivier, M., and El Gharbi, Z. (1995). “Sisal fibre reinforced soil block masonry.” Proc., 4th Int. Masonry Conf., The British Masonry Society, London, 55–58.
Olivier, M., Mesbah, A., El Gharbi, Z., and Morel, J. C.(1997). “Mode opératoire pour la réalisation d’essais de résistance sur blocs de terre comprimée.” Mater. Constr. (Paris), 30, 515–517 (in French).
Rocco, C., Guinea, G. V., Planas, J., and Elices, M.(1999). “Size effect and boundary conditions in the Brazilian test: Experimental verification.” Mater. Constr. (Paris), 32, 210–217.
Ziegler, S., Leshchinsky, D., Ling, H. L., and Perry, E. B.(1998). “Effect of short polymeric fibres on crack development in clays.” Soils Found., 38(1), 247–253.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 1February 2004
Pages: 95 - 98

History

Received: Nov 15, 2001
Accepted: Jan 27, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

Permissions

Request permissions for this article.

Authors

Affiliations

A. Mesbah
Dept. Génie Civil et Ba⁁timent, URA CNRS 1652, ENTPE, Lyon, France.
J. C. Morel
Dept. Génie Civil et Ba⁁timent, URA CNRS 1652, ENTPE, Lyon, France.
P. Walker
Dept. of Architecture and Civil Engineering, Univ. of Bath, BA2 7AY, Bath, UK.
Kh. Ghavami
Dept. of Civil Engineering, PUC de Rio, Brasil.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share