{"id":5683,"date":"2023-11-01T11:33:24","date_gmt":"2023-11-01T10:33:24","guid":{"rendered":"https:\/\/www.labexpin.com\/portfolio-items\/essai-de-decoupe-directe-shove-test\/"},"modified":"2025-05-11T13:53:18","modified_gmt":"2025-05-11T11:53:18","slug":"essai-de-decoupe-directe-shove-test","status":"publish","type":"avada_portfolio","link":"https:\/\/www.labexpin.com\/fr\/portfolio-items\/essai-de-decoupe-directe-shove-test\/","title":{"rendered":"Essai de d\u00e9coupe directe Shove test"},"content":{"rendered":"

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Essai de d\u00e9coupe directe Shove test<\/h1><\/div>

L’essai de d\u00e9coupe directe vise \u00e0 d\u00e9terminer la valeur moyenne de r\u00e9sistance au cisaillement par glissement de la ma\u00e7onnerie avec des \u00e9l\u00e9ments r\u00e9guliers et des r\u00e9currences parfaitement horizontales. L’essai consiste \u00e0 appliquer une force de pouss\u00e9e horizontale jusqu’au glissement d’un \u00e9l\u00e9ment en brique correctement isol\u00e9 lat\u00e9ralement du reste de la ma\u00e7onnerie. La force horizontale est transmise par des v\u00e9rins introduits de mani\u00e8re appropri\u00e9e dans la ma\u00e7onnerie. La r\u00e9sistance au cisaillement est ensuite calcul\u00e9e sur la base de la surface brute des joints sup\u00e9rieurs et inf\u00e9rieurs entre le bloc et la ma\u00e7onnerie environnante, dont on conna\u00eet l’\u00e9tat de compression local, soit par mesure directe \u00e0 l’aide d’un seul v\u00e9rin plat dans une zone de ma\u00e7onnerie voisine, soit par imposition d’un \u00e9tat de contrainte connu dans un \u00e9l\u00e9ment de ma\u00e7onnerie coinc\u00e9 entre deux v\u00e9rins plats pressuris\u00e9s, soit par m\u00e9thode analytique. <\/p>\n

Normes techniques de r\u00e9f\u00e9rence: RILEM TC 127-MS.D.6; ASTM C1531 \u2013 16.<\/p>\n<\/div><\/div><\/div><\/div><\/div>

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