{"id":57379,"date":"2024-01-26T14:16:47","date_gmt":"2024-01-26T13:16:47","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/tr\/\u00c7\u00f6z\u00fcm\/alt-temel-tabakasinin-iyilestirilmesi\/"},"modified":"2024-01-26T14:41:34","modified_gmt":"2024-01-26T13:41:34","slug":"alt-temel-tabakasinin-iyilestirilmesi","status":"publish","type":"solution","link":"https:\/\/maccaferri-stage.softecspa.it\/tr\/\u00e7\u00f6z\u00fcm\/alt-temel-tabakasinin-iyilestirilmesi\/","title":{"rendered":"Alt Temel Tabakas\u0131n\u0131n \u0130yile\u015ftirilmesi"},"content":{"rendered":"
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Ba\u011flay\u0131c\u0131s\u0131z malzemeden yap\u0131lan yollar ve yol alt temel tabakas\u0131 ile ilgili sorunlar: Ba\u011flay\u0131c\u0131sz malzemelerden yap\u0131lan temeller ve eri\u015fim yollar\u0131, yolu vaktinden \u00f6nce eskiten bir\u00e7ok soruna maruz kalmaktad\u0131r. \u00d6rne\u011fin:\r\r\r\r\r\n-Ta\u015f\u0131ma kapasitesi problemi\r\r\r\r\r\n-Farkl\u0131 oturma\r\r\r\r\r\n-Tekerlek izi\r\r\r\r\r\n-Islak\/doygun zemin \u00fczerinden eri\u015fim\r\r\r\r\r\n-\u0130n\u015faat tabakas\u0131 kal\u0131nl\u0131\u011f\u0131\r\r\r\r\r\n-Zay\u0131f temeller\r\r\r\r\r\nBu etkiler, demiryolu temelleri, orman patikalar\u0131, maden oca\u011f\u0131 yollar\u0131, in\u015faat \u015fantiyeleri ve park alanlar\u0131 da dahil olmak \u00fczere bir\u00e7ok uygulamada g\u00f6r\u00fclebilmektedir.\r\r\r\r\r\n<\/p><\/div><\/div><\/div>

Performans\u0131 artt\u0131rmaya y\u00f6nelik geogrid g\u00fc\u00e7lendirme \u00e7\u00f6z\u00fcmleri: Uygun bir \u015fekilde tasarlanan ve tesis edilen, serbest gran\u00fcler katmanlara yerle\u015ftirilen g\u00fc\u00e7lendirme d\u00fczene\u011fi yolun ya da yol taban\u0131n\u0131n performans\u0131n\u0131 artt\u0131rmakta, hizmet \u00f6mr\u00fcn\u00fc ve bak\u0131m aral\u0131klar\u0131n\u0131 uzatmaktad\u0131r. Geogrid g\u00fc\u00e7lendirme, gran\u00fcler malzemelerle birlikte i\u015flev g\u00f6stermekte ve bu malzemelerin takviyesiz halinden daha iyi bir performansa sahip olmas\u0131na yard\u0131m etmektedir.\r\r\r\r\r\n<\/p><\/div>

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\u0130ki mekanizma esneklik katsay\u0131s\u0131n\u0131 ve ta\u015f\u0131ma kapasitesini artt\u0131rmakta, deformasyona ve tekerlek izine kar\u015f\u0131 dayan\u0131kl\u0131l\u0131\u011f\u0131 y\u00fckseltmektedir.\r\r\r\r\r\n-Agrega par\u00e7ac\u0131klara y\u00f6nelik yan engel\r\r\r\r\r\n-Gerilimli membran etkisi\r\r\r\r\r\nKal\u0131nl\u0131k azalt\u0131l\u0131rken performans\u0131n artt\u0131r\u0131lmas\u0131: Ayr\u0131ca g\u00fc\u00e7lendirme, tabaka kal\u0131nl\u0131\u011f\u0131n\u0131 \u00fc\u00e7 kata kadar azaltabilmekte ve taban\u0131n performans\u0131n\u0131 artt\u0131rabilmektedir.\r\r\r\r\r\nMaccaferri’nin uzmanl\u0131\u011f\u0131, en y\u00fcksek de\u011ferli \u00e7\u00f6z\u00fcmlere olanak tan\u0131maktad\u0131r. Tasar\u0131m yaz\u0131l\u0131m\u0131m\u0131z olan MacREAD’i kullanarak en y\u00fcksek de\u011ferli \u00e7\u00f6z\u00fcm\u00fc geli\u015ftirmek i\u00e7in jeogrid (veya jeotekstil) g\u00fc\u00e7lendirme ile taban kal\u0131nl\u0131\u011f\u0131 aras\u0131ndaki ba\u011flant\u0131y\u0131 optimize edebilmekteyiz. <\/p><\/div><\/div><\/div>

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\n Sekt\u00f6rler<\/h6>\n