Development of a Direct Tensile Test for Compacted Earth Blocks Reinforced with Natural Fibers
Author:
Affiliation:
1. Dept. Génie Civil et Ba⁁timent, URA CNRS 1652, ENTPE, Lyon, France.
2. Dept. of Architecture and Civil Engineering, Univ. of Bath, BA2 7AY, Bath, UK.
3. Dept. of Civil Engineering, PUC de Rio, Brasil.
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282004%2916%3A1%2895%29
Reference9 articles.
1. 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).
2. Behaviour of composite soil reinforced with natural fibres
3. Houben H. and Guillaud H. (1994). Earth construction—a comprehensive guide Intermediate Technology London.
4. Comportement des sols fins argileux pendant un essai de compactage statique: détermination des paramètres pertinents
5. Theoretical and experimental analysis of composite soil blocks reinforced with sisal fibres subjected to shear.;Morel J. C.;Masonry International,2000
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