2021
DOI: 10.1007/978-3-030-74737-4_4
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Mechanical Characterization of Adobe Masonry

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Cited by 3 publications
(2 citation statements)
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“…Representative values of compressive strength, strain at peak stress, modulus of elasticity, Poisson ratio, and other factors for adobe testing conducted in different countries are provided in Silveira et al (2021). Additionally, adobe masonry values for aspect ratio, compressive strength, tensile strength, mortar properties, deformations registered, modulus of elasticity, and Poisson ratios are compiled in Oliveira et al (2021). Asprone et al (2016) tested single-leaf adobe wallets, Silveira et al (2015) performed experimental tests with five full-scale adobe panels, Miccoli et al (2015) produced and tested earth block masonry panels, Vargas-Neumann (1993) conducted a parametric study for rammed-earth walls, and Bui et al (2008) studied a rammed-earth loadbearing wall and compressed earth blocks (CEBs), among many other studies of earthen structures.…”
Section: Advances In the Technical Characterisation Of Earthen Materi...mentioning
confidence: 99%
“…Representative values of compressive strength, strain at peak stress, modulus of elasticity, Poisson ratio, and other factors for adobe testing conducted in different countries are provided in Silveira et al (2021). Additionally, adobe masonry values for aspect ratio, compressive strength, tensile strength, mortar properties, deformations registered, modulus of elasticity, and Poisson ratios are compiled in Oliveira et al (2021). Asprone et al (2016) tested single-leaf adobe wallets, Silveira et al (2015) performed experimental tests with five full-scale adobe panels, Miccoli et al (2015) produced and tested earth block masonry panels, Vargas-Neumann (1993) conducted a parametric study for rammed-earth walls, and Bui et al (2008) studied a rammed-earth loadbearing wall and compressed earth blocks (CEBs), among many other studies of earthen structures.…”
Section: Advances In the Technical Characterisation Of Earthen Materi...mentioning
confidence: 99%
“…Actualmente, la construcción con mampostería de adobe se reproduce de una manera limitada territorialmente. Su debilidad estructural ante eventos sísmicos se encuentra ampliamente estudiada; y se adjudica la misma a la incapacidad del sistema de tomar esfuerzos de tracción y en su plastificación temprana (Oliveira et al, 2021). Existe, por ello, un rechazo formal de la tecnología que (junto a los antecedentes de eventos sísmicos en el país 1 ) sostiene la prohibición de su uso en las áreas sísmicamente más activas de la Argentina.…”
Section: Introductionunclassified