{"id":22583,"date":"2023-09-03T17:23:14","date_gmt":"2023-09-03T15:23:14","guid":{"rendered":"https:\/\/sisgeo.com\/non-classifiee\/tunnel-en-contexte-urbain-station-hakata-du-metro-de-fukuoka-japon\/"},"modified":"2024-01-17T12:17:39","modified_gmt":"2024-01-17T11:17:39","slug":"tunnel-en-contexte-urbain-station-hakata-du-metro-de-fukuoka-japon","status":"publish","type":"post","link":"https:\/\/sisgeo.com\/fr\/projets\/tunnel-en-contexte-urbain-station-hakata-du-metro-de-fukuoka-japon\/","title":{"rendered":"Tunnel en contexte urbain: Station Hakata du m\u00e9tro de Fukuoka \u2013 Japon"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"22583\" class=\"elementor elementor-22583 elementor-6396\" data-elementor-post-type=\"post\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e5b61b3 e-flex e-con-boxed e-con e-parent\" data-id=\"e5b61b3\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5963969 elementor-widget elementor-widget-text-editor\" data-id=\"5963969\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Le creusement du tunnel de la station Hakata pour le m\u00e9tro de la ville de Fukuoka au Japon a \u00e9t\u00e9 effectu\u00e9 en creusement partiel. Au-dessus du tunnel se trouvent une route \u00e0 trafic dense et diff\u00e9rentes structures comme un parking souterrain, des conduites de gaz et des pompes de relevage. Les contraintes de faible recouvrement et de sols non consolid\u00e9s ont amen\u00e9 une approche s\u00e9curitaire syst\u00e9matique avec pour r\u00e9sultat des seuils de d\u00e9placement et de d\u00e9formation tr\u00e8s faible pour les structures sus-jacentes.   <\/p>\n<p>Afin de contr\u00f4ler ces param\u00e8tres, il a \u00e9t\u00e9 indispensable d\u2019analyser le comportement du sol au plus pr\u00e8s du creusement l\u00e0 o\u00f9 les effets sont encore faibles. La surveillance des mouvements du sol \u00e0 l\u2019avancement a par cons\u00e9quent \u00e9t\u00e9 r\u00e9alis\u00e9e de mani\u00e8re syst\u00e9matique. <br><br>Surveillance des tassements en amont du front d\u2019attaque : une cha\u00eene inclinom\u00e9trique fixe MEMS avec des \u00e9l\u00e9ments courts a \u00e9t\u00e9 utilis\u00e9e. En \u00e9quipant un forage en vo\u00fbte avec un tube inclinom\u00e9trique, des mesures manuelles peuvent \u00eatre r\u00e9alis\u00e9es et peuvent en outre accueillir un syst\u00e8me automatique. Avant reprise du creusement, une mesure du profil de d\u00e9formation du forage est r\u00e9alis\u00e9e avec la sonde inclinom\u00e9trique horizontale 0S241DH3000 de Sisgeo est r\u00e9alis\u00e9e. Juste avant le creusement, une cha\u00eene BH-profile est introduite dans le tube et les mesures automatiques sont lanc\u00e9es. Par la suite, ce syst\u00e8me automatique est d\u00e9plac\u00e9 dans les forages suivants et les stations pr\u00e9c\u00e9dentes sont contr\u00f4l\u00e9es manuellement \u00e0 long terme.     <br><br>BH-profile probes<br>La sonde amovible T-Rex gliss\u00e9e dans son tube de mesure mesure avec une grande pr\u00e9cision la distance entre deux anneaux magn\u00e9tiques adjacents. Le syst\u00e8me T-Rex comprend une sonde, un c\u00e2ble et un poste de lecture avec enregistreur avec \u00e9ventuellement une unit\u00e9 de calibration. Le poste, le c\u00e2ble et les tiges de pouss\u00e9e sont identiques pour le syst\u00e8me inclinom\u00e9trique horizontal. Ce double usage des \u00e9quipements permet d\u2019optimiser grandement les op\u00e9rations. <br><br>Mesure de l\u2019extrusion du noyau d\u2019avancement : l\u2019extensom\u00e8tre incr\u00e9mentiel mobile T-Rex de Sisgeo a \u00e9t\u00e9 utilis\u00e9 pour mesurer les mouvements axiaux (horizontaux) du sol en amont du creusement. Un tube de mesure, identique \u00e0 celui utilis\u00e9 pour les mesures inclinom\u00e9triques, est \u00e9quip\u00e9 tous les m\u00e8tres avec un anneau magn\u00e9tique et install\u00e9 dans un forage r\u00e9alis\u00e9 dans l\u2019axe du creusement.   <br><br>Le syst\u00e8me T-Rex a permis de r\u00e9aliser des profils de d\u00e9placements similaires \u00e0 la figure de gauche dans les sections o\u00f9 le sol est de bonne qualit\u00e9. Le profil de droite correspond \u00e0 des terrains de qualit\u00e9 m\u00e9diocre.  <\/p>\n<p>Reference:<br>Case study of the displacement monitoring ahead of the face in an urban tunnel construction project Authors: Kazuo Sakai, Takuya Tani, Ken-ichi Fumimura (Taisei Corporation) Yasuhiro Hara, Shinnosuke Goto, Toshiyuki Hara (Fukuoka City Transportation Bureau)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Le creusement du tunnel de la station Hakata pour le m\u00e9tro de la ville de Fukuoka au Japon a \u00e9t\u00e9 effectu\u00e9 en creusement partiel. Au-dessus du tunnel se trouvent une route \u00e0 trafic dense et diff\u00e9rentes structures comme un parking souterrain, des conduites de gaz et des pompes de relevage. Les contraintes de faible recouvrement [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":6419,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[550,754,501,534,778,776],"tags":[],"class_list":["post-22583","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-inclinometres-fixes-bh-profile","category-projets","category-systeme-inclinometrique-numerique-mems","category-t-rex-extensometre-incrementiel","category-tunnel-natm-fr","category-tunnels-et-excavations"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.2 (Yoast SEO v27.2) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Tunnel en contexte urbain: Station Hakata du m\u00e9tro de Fukuoka \u2013 Japon - Sisgeo<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/sisgeo.com\/fr\/projets\/tunnel-en-contexte-urbain-station-hakata-du-metro-de-fukuoka-japon\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Tunnel en contexte urbain: Station Hakata du m\u00e9tro de Fukuoka \u2013 Japon\" \/>\n<meta property=\"og:description\" content=\"Le creusement du tunnel de la station Hakata pour le m\u00e9tro de la ville de Fukuoka au Japon a \u00e9t\u00e9 effectu\u00e9 en creusement partiel. Au-dessus du tunnel se trouvent une route \u00e0 trafic dense et diff\u00e9rentes structures comme un parking souterrain, des conduites de gaz et des pompes de relevage. 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