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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Materials and structures 19 (1986), S. 253-258 
    ISSN: 1359-5997
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying
    Description / Table of Contents: Résumé On examine d’abord les caractéristiques de résistance essentielles de la maçonnerie de terre. Ensuite, en s’appuyant sur le savoir acquis, on étudie l’influence de certains adjuvants naturels. On propose enfin quelques essais in situ simples, conçus pour identifier les matériaux les plus adéquats pour la construction de terre et faciles à faire connaître au constructeur potentiel.
    Notes: Abstract The most important soil characteristies from the viewpoint of the strength of adobe masonry are first studied. Subsequently, based on the acquired knowledge, the effect of some natural additives to the soil is investigated. Simple field tests, devised to identify the most adequate materials for adobe construction and to be easily transmitted to the potential adobe builder are finally proposed.
    Type of Medium: Electronic Resource
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  • 2
    Publication Date: 1990-02-01
    Description: The object of this investigation was to study the stability of adobe walls during earthquakes. Nine earthquake simulation tests were made to investigate the influence of the following variables: (1) type of ground motion, (2) slenderness (thickness/height ratio), (3) wall thickness. Dimensions of specimen ranged from: 0.2 × 1.2 × 1.4 m through 0.4 × 1.2 × 2.80 m. Six specimens were tested with a soft-soil ground motion and other five to stiff-soil ground motion. Behavior of all specimens was characterized by cracking at the base followed by rocking motion. Failure occurred by overturning (short specimens) or by upper-level cracking (tall specimens). An analytical model was successful in calculating the susceptibility of the walls to overturning. Experimental and analytical results indicated that failure depends primarily on ground motion acceleration level and wall slenderness.
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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