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{"id":7360,"date":"2018-02-27T12:34:53","date_gmt":"2018-02-27T10:34:53","guid":{"rendered":"http:\/\/www.geointec.com\/?p=7360&lang=fr"},"modified":"2020-06-09T18:00:02","modified_gmt":"2020-06-09T16:00:02","slug":"analyse-retrospective-du-test-de-retrait-une-methode-efficace","status":"publish","type":"post","link":"https:\/\/www.geointec.com\/analyse-retrospective-du-test-de-retrait-une-methode-efficace\/?lang=fr","title":{"rendered":"ANALYSE R\u00c9TROSPECTIVE DU TEST DE RETRAIT: UNE M\u00c9THODE EFFICACE"},"content":{"rendered":"L’\u00e9tude r\u00e9trospective ou \u00abBack Analysis\u00bb est une m\u00e9thode efficace qui permet d’analyser la r\u00e9sistance du terrain et de mod\u00e9liser certains param\u00e8tres g\u00e9otechniques \u00e0 partir d’essais de charge ou \u00abPull Out Tests\u00bb.<\/p>\n
Dans les cas o\u00f9 des informations g\u00e9otechniques pr\u00e9alables sont disponibles, un examen des param\u00e8tres g\u00e9otechniques et le r\u00e9glage des r\u00e9sistances sont effectu\u00e9s, sur la base des r\u00e9sultats obtenus \u00e0 partir des tests de charge.<\/p>\n
Pour cela, notre \u00e9quipe technique met en \u0153uvre une analyse d’armoire exhaustive dans chaque projet, ce qui permet de recalculer la profondeur de fondation n\u00e9cessaire pour diff\u00e9rentes sections de profils, et pour diff\u00e9rentes contraintes de charge en fonction de leur position (profils internes, externes, moteur, etc.) …).<\/p>\n
Ce type d’\u00e9tude est int\u00e9ressant dans la phase pr\u00e9liminaire d’un projet, lorsque les profils ne sont pas encore d\u00e9finis, car il permet d’analyser diff\u00e9rents sc\u00e9narios, selon le cahier des charges des fabricants de trackers solaires ou \u00abtrackers\u00bb, qui postulent pour le projet.<\/p>\n
Tout cela nous aide \u00e0 fournir au client, la garantie d’obtenir en temps et en forme, les solutions de fondation optimales pour son projet.<\/p>\n","protected":false},"excerpt":{"rendered":"
L’\u00e9tude r\u00e9trospective ou \u00abBack Analysis\u00bb est une m\u00e9thode efficace qui permet d’analyser la r\u00e9sistance du terrain et de mod\u00e9liser certains param\u00e8tres g\u00e9otechniques \u00e0 partir d’essais de charge ou \u00abPull Out Tests\u00bb.<\/p>\n","protected":false},"author":2,"featured_media":9993,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"gallery","meta":[],"categories":[385,399,116],"tags":[389,390,192,388,216],"_links":{"self":[{"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/posts\/7360"}],"collection":[{"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/comments?post=7360"}],"version-history":[{"count":5,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/posts\/7360\/revisions"}],"predecessor-version":[{"id":12415,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/posts\/7360\/revisions\/12415"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/media\/9993"}],"wp:attachment":[{"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/media?parent=7360"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/categories?post=7360"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geointec.com\/wp-json\/wp\/v2\/tags?post=7360"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}