{"id":7960,"date":"2022-07-19T15:34:50","date_gmt":"2022-07-19T12:34:50","guid":{"rendered":"https:\/\/geomed.com.tr\/geoteknik-enstrumanstasyon-copy\/"},"modified":"2023-03-23T13:21:52","modified_gmt":"2023-03-23T10:21:52","slug":"geoeknik-tasarim","status":"publish","type":"page","link":"https:\/\/geomed.com.tr\/fr\/geoeknik-tasarim\/","title":{"rendered":"Geoeknik-Tasarim Projelendirme"},"content":{"rendered":"
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Analyse de la Stabilit\u00e9 des Pentes<\/span><\/h4>\n

Les analyses d\u2019\u00e9quilibre limite 2D sont effectu\u00e9es pour \u00e9valuer le facteur de s\u00e9curit\u00e9 des surfaces de glissement circulaires ou non circulaires dans les sols meubles ou les roches, puis une conception stable du projet est fournie.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Analyse de Tassements<\/span><\/h4>\n

Les analyses de tassements instantan\u00e9s ainsi que de consolidation sont effectu\u00e9es sous les fondations superficielles et remblais.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Analyse de la Liqu\u00e9faction<\/span><\/h4>\n

Le risque de liqu\u00e9faction des sols non coh\u00e9sifs ou peu coh\u00e9sifs satur\u00e9s sous l\u2019influence des tremblements de terre est \u00e9valu\u00e9.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Analyse Cin\u00e9matique<\/span><\/h4>\n

La m\u00e9thode d\u2019analyse cin\u00e9matique est une m\u00e9thode pratique utilis\u00e9e avant de commencer des analyses d\u00e9taill\u00e9es afin de distinguer les pentes stables et instables dans les masses rocheuses o\u00f9 la stabilit\u00e9 est contr\u00f4l\u00e9e par des syst\u00e8mes de discontinuit\u00e9s.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Am\u00e9lioration et Renforcement des Sols<\/span><\/h4>\n

Les applications d\u2019am\u00e9lioration et de renforcement du sol visent \u00e0 rendre l\u2019interaction sol-structure s\u00fbre en am\u00e9liorant les propri\u00e9t\u00e9s du sol dans les cas o\u00f9 les propri\u00e9t\u00e9s techniques du sol ne sont pas suffisantes pour la structure pr\u00e9vue. Des applications telles que les colonnes ballast\u00e9es, les inclusions rigides, les CMC, l\u2019injection, les colonnes de jet-grouting sont quelques-unes de ces m\u00e9thodes.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Syst\u00e8mes de Fondations<\/span><\/h4>\n

Les fondations sont les \u00e9l\u00e9ments qui transf\u00e8rent les charges de la superstructure au sol. \u00c0 la suite d\u2019\u00e9valuations g\u00e9otechniques et en tenant compte des crit\u00e8res de limite de d\u00e9formation de la structure, la conception de fondations peu profondes ou profondes est effectu\u00e9e.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Solutions Pour les Glissements de Terrain<\/span><\/h4>\n

Dans l\u2019\u00e9tude et la conception de la stabilit\u00e9 des pentes, les conditions g\u00e9ologiques et hydrog\u00e9ologiques ainsi que les propri\u00e9t\u00e9s m\u00e9caniques et le comportement du mat\u00e9riau sont d\u00e9termin\u00e9s et des m\u00e9thodes analytiques, cin\u00e9matiques et num\u00e9riques sont utilis\u00e9es dans les solutions. Les m\u00e9thodes analytiques, cin\u00e9matiques et num\u00e9riques sont utilis\u00e9es dans l\u2019\u00e9tude et la conception de la stabilit\u00e9 des pentes. Les conditions g\u00e9ologiques et hydrog\u00e9ologiques, les propri\u00e9t\u00e9s m\u00e9caniques et le comportement du mat\u00e9riau sont d\u00e9termin\u00e9s pour d\u00e9velopper des solutions appropri\u00e9es.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Calculs d\u2019\u00e9boulements<\/span><\/h4>\n

Il s\u2019agit d\u2019analyses statistiques effectu\u00e9es pour l\u2019\u00e9valuation des pentes \u00e0 risque d\u2019\u00e9boulement.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Excavations Profondes <\/span><\/h4>\n

En plus des caract\u00e9ristiques g\u00e9ologiques du sol, d\u2019autres facteurs tels que la p\u00e9riode d\u2019ouverture de l\u2019excavation et la proximit\u00e9 des zones r\u00e9sidentielles sont \u00e9galement \u00e9valu\u00e9s lors de la conception de syst\u00e8mes de sout\u00e8nement pour les excavations profondes. Les calculs d\u2019interaction sol-structure sont effectu\u00e9s par les \u00e9l\u00e9ments finis 2D ou les m\u00e9thodes analytiques.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Structures C\u00f4ti\u00e8res<\/span><\/h4>\n

Les digues et les structures c\u00f4ti\u00e8res sont g\u00e9n\u00e9ralement construites pour prot\u00e9ger l\u2019infrastructure des villes, des routes, des autoroutes, des chemins de fer et des structures industrielles de la mer.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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HPP et Structures de Barrage<\/span><\/h4>\n

Dans les structures de barrage, l\u2019aval est ferm\u00e9 avec une structure de \u00ab barrage \u00bb et un r\u00e9servoir est cr\u00e9\u00e9 derri\u00e8re le barrage. Les centrales hydro\u00e9lectriques, en revanche, n\u2019ont pas de structures accumulatives comme dans les barrages<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Travaux Miniers Ouverts et Ferm\u00e9s<\/span><\/h4>\n

Dans les zones mini\u00e8res ouvertes et ferm\u00e9es, des \u00e9valuations sont effectu\u00e9es sur de nombreuses questions telles que les mesures g\u00e9ophysiques et les d\u00e9terminations de l\u2019orientation des mines, ainsi que les \u00e9valuations de la stabilit\u00e9 des pentes des sites miniers, les \u00e9tudes hydrologiques, les analyses cin\u00e9matiques, les pentes g\u00e9n\u00e9rales et les pentes de banc.<\/span><\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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\u015eev Stabilite Analizleri \u015eev stabilite analizi ile zemin veya kaya \u015fevlerinde dairesel veya dairesel olmayan yenilme y\u00fczeylerinin g\u00fcvenlik fakt\u00f6r\u00fcn\u00fc veya yenilme olas\u0131l\u0131\u011f\u0131n\u0131 de\u011ferlendirmek i\u00e7in 2B limit denge analizleri yap\u0131lmaktad\u0131r. Oturma Analizleri Temeller, dolgular alt\u0131nda ani oturma ve konsolidasyon oturmas\u0131 analizleri yap\u0131lmaktad\u0131r. S\u0131v\u0131la\u015fma Tahkikleri Deprem etkisi alt\u0131nda suya doygun kohezyonsuz veya d\u00fc\u015f\u00fck kohezyonlu zeminlerin s\u0131v\u0131la\u015fma riski […]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-templates\/full-width-page.php","meta":{"footnotes":""},"yoast_head":"\nGeoeknik-Tasarim Projelendirme - GEOMED<\/title>\n<meta name=\"description\" content=\"GEOMED Geoeknik-Tasarim Projelendirme - %\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geomed.com.tr\/fr\/geoeknik-tasarim\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Geoeknik-Tasarim Projelendirme - GEOMED\" \/>\n<meta property=\"og:description\" content=\"GEOMED Geoeknik-Tasarim Projelendirme - %\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geomed.com.tr\/fr\/geoeknik-tasarim\/\" \/>\n<meta property=\"og:site_name\" content=\"GEOMED\" \/>\n<meta property=\"article:modified_time\" content=\"2023-03-23T10:21:52+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Organization\",\"@id\":\"https:\/\/geomed.com.tr\/fr\/#organization\",\"name\":\"Geomed Geoteknik M\\u00fc\\u015favirlik Et\\u00fcd Denetim Ticaret A.\\u015e.\",\"url\":\"https:\/\/geomed.com.tr\/fr\/\",\"sameAs\":[\"https:\/\/tr.linkedin.com\/company\/geomed-geoteknik-m-avirlik-et-t-denetim-ve-ticaret-a-?trk=public_profile_topcard-current-company&amp;amp;amp;amp;original_referer=https:\/\/geomed.com.tr\/\"],\"logo\":{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/geomed.com.tr\/fr\/#logo\",\"inLanguage\":\"fr-FR\",\"url\":\"https:\/\/geomed.com.tr\/wp-content\/uploads\/2022\/07\/cropped-Logo-Sade-Turkce2.png\",\"width\":208,\"height\":208,\"caption\":\"Geomed Geoteknik M\\u00fc\\u015favirlik Et\\u00fcd Denetim Ticaret A.\\u015e.\"},\"image\":{\"@id\":\"https:\/\/geomed.com.tr\/fr\/#logo\"}},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/geomed.com.tr\/fr\/#website\",\"url\":\"https:\/\/geomed.com.tr\/fr\/\",\"name\":\"GEOMED\",\"description\":\"Geoteknik M\\u00fc\\u015favirlik, Et\\u00fcd, Denetim\",\"publisher\":{\"@id\":\"https:\/\/geomed.com.tr\/fr\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":\"https:\/\/geomed.com.tr\/fr\/?s={search_term_string}\",\"query-input\":\"required name=search_term_string\"}],\"inLanguage\":\"fr-FR\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/#webpage\",\"url\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/\",\"name\":\"Geoeknik-Tasarim Projelendirme - GEOMED\",\"isPartOf\":{\"@id\":\"https:\/\/geomed.com.tr\/fr\/#website\"},\"datePublished\":\"2022-07-19T12:34:50+00:00\",\"dateModified\":\"2023-03-23T10:21:52+00:00\",\"description\":\"GEOMED Geoeknik-Tasarim Projelendirme - %\",\"breadcrumb\":{\"@id\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/#breadcrumb\"},\"inLanguage\":\"fr-FR\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"item\":{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geomed.com.tr\/\",\"url\":\"https:\/\/geomed.com.tr\/\",\"name\":\"Anasayfa\"}},{\"@type\":\"ListItem\",\"position\":2,\"item\":{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/\",\"url\":\"https:\/\/geomed.com.tr\/geoeknik-tasarim\/\",\"name\":\"Geoeknik-Tasarim Projelendirme\"}}]}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","_links":{"self":[{"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/pages\/7960"}],"collection":[{"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/comments?post=7960"}],"version-history":[{"count":0,"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/pages\/7960\/revisions"}],"wp:attachment":[{"href":"https:\/\/geomed.com.tr\/fr\/wp-json\/wp\/v2\/media?parent=7960"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}